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See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/336876547 A global review of deep geothermal energy exploration: from a view of rock mechanics and engineering Article in Geomechanics and Geophysics for Geo-Energy and Geo-Resources · October 2019 DOI: 10.1007/s40948-019-00126-z CITATIONS 17 READS 680 2 authors: Some of the authors of this publication are also working on these related projects: Deep Geothermal Exploitation View project Dynamic behavior and response of rock, discontinuity and underground opening View project Yuliang Zhang Tianjin University 22 PUBLICATIONS 209 CITATIONS SEE PROFILE Gaofeng Zhao Tianjin University 110 PUBLICATIONS 1,507 CITATIONS SEE PROFILE All content following this page was uploaded by Yuliang Zhang on 10 December 2019. The user has requested enhancement of the downloaded file.

A global review of deep geothermal energy exploration: from a ......2.2 Rosemanowes The Rosemanowes HDR project (1977–1991, UK) by the Camborne School of Mines with the purposes

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  • See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/336876547

    A global review of deep geothermal energy exploration: from a view of rock

    mechanics and engineering

    Article  in  Geomechanics and Geophysics for Geo-Energy and Geo-Resources · October 2019

    DOI: 10.1007/s40948-019-00126-z

    CITATIONS

    17READS

    680

    2 authors:

    Some of the authors of this publication are also working on these related projects:

    Deep Geothermal Exploitation View project

    Dynamic behavior and response of rock, discontinuity and underground opening View project

    Yuliang Zhang

    Tianjin University

    22 PUBLICATIONS   209 CITATIONS   

    SEE PROFILE

    Gaofeng Zhao

    Tianjin University

    110 PUBLICATIONS   1,507 CITATIONS   

    SEE PROFILE

    All content following this page was uploaded by Yuliang Zhang on 10 December 2019.

    The user has requested enhancement of the downloaded file.

    https://www.researchgate.net/publication/336876547_A_global_review_of_deep_geothermal_energy_exploration_from_a_view_of_rock_mechanics_and_engineering?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_2&_esc=publicationCoverPdfhttps://www.researchgate.net/publication/336876547_A_global_review_of_deep_geothermal_energy_exploration_from_a_view_of_rock_mechanics_and_engineering?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_3&_esc=publicationCoverPdfhttps://www.researchgate.net/project/Deep-Geothermal-Exploitation?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_9&_esc=publicationCoverPdfhttps://www.researchgate.net/project/Dynamic-behavior-and-response-of-rock-discontinuity-and-underground-opening?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_9&_esc=publicationCoverPdfhttps://www.researchgate.net/?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_1&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Yuliang-Zhang-8?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_4&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Yuliang-Zhang-8?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_5&_esc=publicationCoverPdfhttps://www.researchgate.net/institution/Tianjin_University?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_6&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Yuliang-Zhang-8?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_7&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Gaofeng-Zhao?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_4&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Gaofeng-Zhao?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_5&_esc=publicationCoverPdfhttps://www.researchgate.net/institution/Tianjin_University?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_6&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Gaofeng-Zhao?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_7&_esc=publicationCoverPdfhttps://www.researchgate.net/profile/Yuliang-Zhang-8?enrichId=rgreq-2deb770b788fbb036c810d8c8ae443df-XXX&enrichSource=Y292ZXJQYWdlOzMzNjg3NjU0NztBUzo4MzQ1MTU4OTk1MzUzNjBAMTU3NTk3NTUwMzA2OA%3D%3D&el=1_x_10&_esc=publicationCoverPdf

  • ORIGINAL ARTICLE

    A global review of deep geothermal energy exploration:from a view of rock mechanics and engineering

    Yuliang Zhang . Gao-Feng Zhao

    Received: 25 July 2019 / Accepted: 18 October 2019

    � Springer Nature Switzerland AG 2019

    Abstract Deep geothermal energy exploitation has

    gained a lot of attentions in energy field due to its large

    reserve. Enhanced geothermal system (EGS) is the

    only one mode to explore hot dry rock (HDR) with real

    engineering practice throughout the world. To date, it

    is also a topic facing several key issues among

    sustainable and renewable energies because no com-

    mercialized mode has been made. Rock plays an

    important role in deep geothermal energy exploitation

    because it is not only a carrier of heat energy but also

    provides artificial paths for heat exchange after

    stimulation. There are some practices and researches

    about rock drilling, stimulation and stability of

    fractures in deep geothermal engineering. This paper

    collected the results of the previous deep geothermal

    exploitation researches that relate to rock mechanics

    and engineering and summarized the experiences and

    lessons of deep geothermal energy exploitation from

    literatures. Some new thoughts like the mode based on

    EGS and pipe were also collected. Finally, the

    knowledge about deep geothermal energy exploitation

    has been derived. Despite of many works on HDR,

    some key issues still face challenges and need

    breakthrough. Therefore, deficiencies and prospection

    in future research were pointed out. The review results

    showed that the evolution and mechanism of HDR

    such as weathering, damage, cracking, failure and

    stability under multi-field coupling with the interac-

    tion of fluid is an important issue to be further studied

    and addressed.

    Keywords EGS � HDR � Deep geothermal energy �Rock mechanics � Rock engineering

    List of symbols

    t Temperature

    t0 Initial temperature

    tin Injection temperature

    s Times0 Cohesive strength of the sliding surfacescrit Critical shear stressl Coefficient of frictionrn Normal stresskR Thermal conductivity of rockkW Thermal conductivity of watercR Specific heat capacity of rock

    cW Specific heat capacity of water

    cF Specific heat capacity of fluid

    qR Density of rockqF Density of fluidqW Density of waterlW Viscosity of waterr Confining stressre Effective stressP Pore pressure or fluid pressure

    Y. Zhang � G.-F. Zhao (&)State Key Laboratory of Hydraulic Engineering

    Simulation and Safety, School of Civil Engineering,

    Tianjin University, Tianjin 300354, China

    e-mail: [email protected]

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

    https://doi.org/10.1007/s40948-019-00126-z(0123456789().,-volV)(0123456789().,-volV)

    http://orcid.org/0000-0001-9962-8743http://crossmark.crossref.org/dialog/?doi=10.1007/s40948-019-00126-z&domain=pdfhttps://doi.org/10.1007/s40948-019-00126-z

  • q Unit-width discharge

    b Relative efficiencies of confining stress versusfluid pressure

    k Permeability

    W Fracture aperture

    W0 Maximum aperture

    i Dimensionless material constant

    c Material constantEf Effective modulus of the fracture asperities

    1 Introduction

    The increasing demand of clean energy with little

    environmental impact promotes the development of

    sustainable and renewable energy. Deep geothermal

    energy, generally at more than 3 km depth and with

    more than 150 �C (Wang et al. 2012), has a largereserve and wide distribution, which is one of a

    sustainable energy presenting a potentially exploita-

    tion capability (Tomac and Sauter 2018). The geother-

    mal energy in the upper 10 km crust is * 1.3 9 1027

    J which could supply the global use for * 217 millionyears (Lu 2018). Exploring deep geothermal energy is

    always a topic in academic and engineering fields.

    In the earlier 1970s, a small group of researchers at

    Los Alamos National Laboratory put forward an

    audacious proposal to extract heat energy from those

    vast regions of the earth’s crust that contain no fluids

    and is characterized by far the largest part of the

    earth’s drilling-accessible geothermal resource. This

    opened a new chapter in human exploration of deep

    geothermal resources. There are four parts at least in

    EGS: injection well, stimulated rock volume (SRV),

    production well and energy conversion plant (see for

    e.g. Heidinger 2010). After that, several enhanced

    geothermal system (EGS) projects has been conducted

    through the world (Feng et al. 2012; Olasolo et al.

    2016). A lot of improvements have been made in deep

    geothermal exploitation such as the Los Alamos HDR

    Geothermal Energy Project (Kelkar et al. 2016) and

    the Hijiori test site (Kuriyagawa and Tenma 1999),

    however, up to now, there is no commercialized

    exploitation project (Xu et al. 2016).

    Deep geothermal exploitation is a complex process

    that includes geological survey, generating plant

    installation, drilling, reservoir establishing, fluid

    circulation, operation, energy utilization. The biggest

    challenge or obstruct of deep geothermal energy is to

    extract acceptable heat energy form HDR. In EGS,

    cold fluid was injected to HDR and was heated to high

    temperature so that we can extract heat energy by heat

    exchange. Nevertheless, this process is so difficult that

    a lot of problems occurred such as wellbore failure

    (Zhao et al. 2015b) and water loss (Batchelor 1983),

    which are closely relative to rock mechanics and rock

    engineering. Conducting the research of rock mechan-

    ics and engineering that is suitable for deep geother-

    mal exploitation is necessary and will lay a good

    foundation for further exploration.

    Deep geothermal energy exploitation is a type of

    underground engineering. First of all, more than one

    deep-drilling must be penetrated into HDR. Compared

    with other drilling, high temperature and high pressure

    should be considered. Secondly, reservoir establishing

    is one of the key technologies in EGS, which provide

    paths for flowing and heat exchange between rock and

    fluid. Thirdly, fluid circulation experiments would be

    conducted to form smooth flow and wide heat

    exchange. However, fractures will change in such a

    complex condition, which may cause unpredicted

    results such as the reduce in effective heat exchange.

    Fundamental rock physical and mechanical properties

    are important and have been researched by many

    scholars including thermal properties (Vosteen and

    Schellschmidt 2003), cracking when hydraulic stim-

    ulation (Zimmermann and Reinicke 2010; Troiano

    et al. 2017), weathering under acid solution (Schmidt

    et al. 2017) and deformation under multi field coupling

    coupling (Chen et al. 2018c; Zhao et al. 2015a; Cao

    et al. 2016a). These fundamental researches are

    valuable for deep geothermal research, but they lack

    collection.

    With the development of EGS, some researchers

    also proposed new thoughts to extract heat from HDR

    such as the models revised from EGS and the pipe

    models. And, carbon dioxide was proposed as fluid to

    inject into reservoir. Relative research results show

    that new model or thoughts has some advantages over

    EGS.

    In view of the researches of deep geothermal energy

    exploitation, especially at the view of rock engineer-

    ing, this paper collected the results of previous studies

    and summarized the knowledge (experience and

    lessons) about deep geothermal energy exploitation.

    Finally, conclusions and prospection were derived.

    123

    4 Page 2 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • 2 Typical EGS practices

    Practical EGS projects demonstrated that EGS is

    theoretically feasible. EGS is a man-made geothermal

    system where we can control production temperature

    by drilling depth, size of reservoir by hydraulic

    fracturing, injection conditions e.g. fluid pressure

    and flow rate by the SRV flow situation and the

    near-wellbore outlet impedance, amount of reservoir

    growth by applying over-pressure that is above the

    joint-extension pressure, production well backpres-

    sure and number and placement of production wells

    (Brown 2009).

    2.1 Fenton Hill

    Fenton Hill is the first site (1970–1995) to exploiting

    deep geothermal energy funded by the Atomic Energy

    Commission (Fig. 1a). In the first phase (1972–1980),

    the injection well (GT-2) was drilled to 2932 m depth,

    and the production well (EE-1) was drilled to 3064 m

    depth. Hydraulic stimulation tests were conducted

    separately, but hydraulic conductivity was not made.

    Finally, GT-2B was drilled from GT-2 and hydraulic

    conductivity was made between EE-1 and GT-2B

    (Tester and Albright 1979). In the second phase

    (1979–2000), EE-2 and EE-3 were drilled to over

    4000 m depth with 380 m well distance. Hydraulic

    stimulation tests were conducted at different depth in

    EE-2. Micro-seismic events showed that fractures did

    not extend in the predicted direction. Adequate

    hydraulic conductivity was not made (Whetten et al.

    1987). EE-3A was drilled by altering EE-3 at * 2830m in 1985 to obtained accepted hydraulic conductiv-

    ity. Results show that it is nearly impossible to

    produce satisfied hydraulic conductivity between two

    or more wells if the wells were beforehand drilled and

    -600 -500 -400 -300 -200 -100 0 100 2004000

    3800

    3600

    3400

    3200

    3000

    (d)(c)

    (b)

    Ver

    tical

    dep

    th (m

    )

    Horizental distance (m)

    EE-2 EE-3 EE-3A

    Packer

    Brown et al. 1987

    RH11 RH12 RH15 B

    View from NE

    200 m

    (a)

    Parker et al. 1999

    -2000 -1500 -1000 -500 0 5006000

    5000

    4000

    3000

    2000

    1000

    0

    Ver

    tical

    dep

    th (m

    )

    Northing (m)

    EPS1 GPK1 GPK2 GPK3 GPK4

    Genter et al. 2010

    -400 -300 -200 -100 0 100 200 300 4001600

    1400

    1200

    1000

    800

    600

    400

    200

    0

    Dep

    th (m

    )

    East (m)

    OGC-1 OGC-2 OGC-3

    Kaieda et al. 2005

    Fig. 1 Well layout of longitudinal section of the real EGS practices. a Fenton Hill, b Rosemanowes, c Soultz and d Hijiori

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 3 of 26 4

  • stimulated separately due to the orientation of frac-

    tures in a specific geological setting (Brown 2009).

    While Fenton Hill isn’t a commercial-scale project

    for exploiting deep geothermal energy, it developed

    several innovated technologies, devices and measur-

    ing methods (Ziagos et al. 2010). It is feasible to drill a

    deep wellbore in granitic rock which has a high

    temperature. Hydraulic stimulation could generate or

    activate fracture network in low-permeability crys-

    talline rock in a large scale of over 1 km3, which can

    be detected by acoustic emission technology. Fracture

    extension is unpredictable due to complex geological

    settings, so in engineering reality, the production well

    should be drilled after the installation and stimulation

    of the injection well and referring to the acoustic

    emission location to confirm that the production well

    can drilled into the stimulated region. Flowing

    impendence can be reduced at elevated pressure.

    2.2 Rosemanowes

    The Rosemanowes HDR project (1977–1991, UK) by

    the Camborne School of Mines with the purposes of

    developing equipment and techniques that could later

    be used for heat extraction (Ziagos et al. 2010) can be

    divided into three phases (Fig. 1b). In phase 1

    (1977–1980), 300-m deep wellbores were drilled,

    and water circulation test was conducted after

    hydraulic stimulation which was conducted in the

    reservoir of natural fractures. In phase 2A

    (1980–1988), reservoir development was investigated

    at * 2000 m with the expectation of 1 �C/year ther-mal drawdown, 75 kg/s flow rate, 0.1 MPa/(kg/s)

    impendence and 10%maximum water loss. RH11 and

    RH12 were drilled and were deviated at an angle of

    30� (to the NW) from vertical in the lower sections. Anextensive reservoir development program was con-

    ducted by injecting 30,000 m3water into RH12. In this

    phase, high water loss is related to the downward

    growth of the reservoir at around 3 - 3.5 km (Batchelor

    1983; CSM 1984, 1985). In phase 2B, RH-15 was

    drilled under RH12 into the microseismicity region. A

    medium viscosity gel stimulation was conducted from

    RH15 which form a tube-shaped zone between RH15

    and RH12. In phase 2C, long-term circulation was

    conducted between RH12 and RH15. The main

    purpose of phase 3 is to establish a commercial system

    for generating electricity, but it was terminated in

    1991.

    The most important issue of Rosemanowes is the

    fluid short circuit. In 1989, 55 tons of proppant (sand)

    were successfully injected into the fractured reservoir

    at wellhead pressures of 24 MPa, as a result impen-

    dence and water loss were reduced. However, gel

    stimulation with high pressure led to fluid short circuit,

    resulting in production temperature drawdown. Seis-

    mic events showed fractures expand in downward

    direction, revealing that the failure of rock belongs to

    shear failure (Pine and Batchelor 1984). This project

    also demonstrates that production well should be

    installed before simulation because the orientation of

    fractures cannot be controlled.

    2.3 Soultz

    The Soultz project is so far the most successful

    demonstration (Fig. 1c). The granitic rock locates

    under the * 1-km sedimentary cover whose thermalgradient is over 110 �C/km. After the installation andstimulation of GPK2, GPK3 was drilled to the

    fractured reservoir which was stimulated from

    GPK2. Therefore, GPK2 and GPK3 have a good

    hydraulic conductivity. In order to expand fractured

    reservoir, hydraulic stimulation as well as acidizing

    treatment were used at the bottom of GPR4, but good

    well connectivity was not made due to a linear non-

    seismic zone. Circulation experiment of GPK2 (pro-

    duction well), GPK3 (injection well) and GPK4

    (production well) showed that the production wells

    have different production temperatures, revealing the

    complexity and inhomogeneity of the flow path

    (Genter et al. 2010).

    2.4 Hijiori

    The Hijiori site is the first EGS project of Japan, which

    locates the southern edge of the two-kilometer diam-

    eter Hijiori caldera in Okura Village in the Yamagata

    Prefecture (Fig. 1d). This project consists of two

    reservoirs: the shallow reservoir at * 1800 m and thedeep reservoir at * 2200 m with fine natural frac-tures (Tenma et al. 2008) and four man-made

    wellbores (SKG-2, HDR-1, HDR-2, HDR-3). In first

    phase (1985–1991), water loss reached over 70% after

    stimulation from SKG-2 at * 1800 m. With theprocess of circulation, water loss reduced to * 22%.In second phase (1992-), circulation experiment was

    conducted setting SKG-2 and HDR-1 as the injection

    123

    4 Page 4 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • well and HDR-2 and HDR-3 as the production well.

    Nevertheless, lots of water loss existed, and produc-

    tion temperature of HDR-2 reduced a lot. Finally,

    circulation experiment was terminated (Yamaguchi

    et al. 2000).

    2.5 Ogachi

    The Ogachi HDR Project (1989-) locates in Akita

    Prefecture, northeast Japan inheriting the Akinomiya

    Project (1986–1988). This project consists of three

    wellbores (OGC-1, OGC-2, OGC-3) with the largest

    depth of 1300 m. OGC-1 was drilled first and stim-

    ulated at 1017–1027 m (bottom) and 710–720 m

    intervals to form the upper and lower fractured

    reservoirs (Kaieda et al. 2005; Kitano et al. 2000).

    OGC-2 was drilled to 1100 m in 1992. OGC-1 and

    OGC-2 did not have a good connection, and high-

    water-loss existed though multiple stimulations were

    conducted. In 1999, OGC-3 was drilled to 1300 m

    with good connection with other wellbores. However,

    water loss was also high.

    2.6 Cooper Basin

    The Geodynamics EGS Project at Innamincka, South

    Australia (2003-) consists of three wellbores (Ha-

    banero-1, Habanero-2, Habanero-3). Habanero-1 was

    drilled in 2003 to 4421 m with 250 bottom tempera-

    ture. Habanero-2 was drilled in 2004 to 4358 m.

    Habanero-3 was drilled in 2008 to 4221 m with good

    connection with Habanero-1.

    2.7 Knowledge from EGS projects

    The EGS demonstration projects have significant

    importance to further researches and provide impor-

    tant lesson, from which valuable information has been

    got. Now, technologies applicable to deep geothermal

    exploiting are obtained:

    (1) Deep drilling could be conducted in HDR

    (fractured or intact granitic rock) which is more

    than 5000 m depth and more than 300 �C.(2) Hydraulic stimulation can be used to extend or

    generate fractures in fractured or intact granitic

    rock, which is an effective method to connect

    wells by generating flow paths. The stimulated

    fracture may extend to a large scale (200 m

    thick and about 500 m wide, propagating

    1000 m (Kitano et al. 2000)). Stimulation

    technology at different elevation intervals in

    one wellbore is feasible (Kitano et al. 2000;

    Kaieda et al. 2005). Directional drilling can be

    controlled in hard crystalline rock mass (Brown

    2009). Increasing wellhead pressure could pro-

    mote large fractures in reservoir.

    (3) Fracture distribution can be obtained by acous-

    tic emission technology, chemical tracer and

    other geophysical technologies.

    (4) Water circulation can also stimulate new frac-

    tures in reservoir and reduce flow impendence

    and water loss.

    (5) Acid treatment or gel is also a method to

    generate fractures in reservoir, which con-

    tributes to resolving pressure drawdown at

    nearby wellbore.

    Despite of many valuable acquisitions about EGS,

    much other unknown knowledge also exists. Some

    problems in EGS practice need to further investigate.

    (1) Fracture extension is unpredictable. Due to the

    complexity of geological setting, the directions

    of principle stress would change with location,

    which addition to the nature fissures and other

    conditions may lead to the fracture extension

    direction. Therefore, it is hard to get good

    hydraulic conductivity between wellbores by

    hydraulic stimulations that is conducted before

    the entire installation of all the wellbores. The

    recommended step is that the injection well was

    drilled first, then stimulations should be con-

    ducted. Finally, production well can be drilled in

    terms of the fractured reservoir zone, in which

    the monitor of fractures is critical for well

    connectivity.

    (2) Acoustic emission technology is an effective

    method to evaluate the stimulated fractures in

    reservoir in fracturing and circulation process.

    This method can provide a 3D distribution of the

    fractures by spacing location technology, but it

    still needs improve. Brown (2009) pointed that

    there is more to do in this field to understand the

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 5 of 26 4

  • effective portion of seismicity that is really

    related to opening fractures. Indeed, the induced

    fractures without enough aperture or without

    connection may not be the flow path, but it can

    be monitored by acoustic emission instrument

    when it generates by rock breaking. Precise

    positioning technology is a promised direction.

    As known, geological setting up the target

    reservoir is complex, which consist of all kinds

    of stratum, fissures, faults and other geological

    structures. Those heterogeneous and anisotropy

    structures could lead to the refraction, reflection,

    attenuation and superposition of wave. Seismic-

    ity positioning under complex geological setting

    faces lots of challenges and need much work.

    Waveform processing is also a promised direc-

    tion. it is necessary to acquire the effective wave

    characters to evaluate the fractures such as by

    using waveform separation, spectrum analysis

    and amplitude information. The ultimate pur-

    pose of acoustic emission technology is not only

    evaluating the distribution of fractures, but also

    evaluating the effective fractures that is a real

    path for fluid flowing. Other geophysical and

    chemical monitor methods should also be

    researched in this process.

    (3) Though acid treatment and gel proppant can

    effectively increase connectivity between wells,

    its consequences may be negative if inappropri-

    ate. It is hard to ensure the relatively same

    enlargement of fracture aperture when stimula-

    tion. Excessive stimulation especially with

    chemical of gel proppant with high wellhead

    pressure possibly results in partial extension of

    fracture aperture which may cause a critical

    issue—fluid short circuit. New stimulation

    methods including chemic should be

    strengthened.

    (4) Water loss is another issue in EGS practice. For

    a specific reservoir volume, the relationship of

    groundwater recharge, runoff and drainage

    determines the water loss mass, in which the

    connection of fractures in reservoir and that out

    of reservoir is important. This puts forward

    higher requirements for the investigation of

    geology setting before drilling and stimulation

    as well as water plugging technology if massive

    water loss occurs. Of course, other methods to

    solve this issue is also welcomed.

    Figure 2 shows an EGS flow chart concerning the

    knowledge and lessons from the real EGS practices. A

    site selection should be first conducted with sufficient

    geological survey before design (e.g. Wan et al. 2005).

    The geological survey should include engineering

    geology, hydrogeology, tectonic geology. Under-

    standing the geological setting is the prerequisite.

    Stratum, fault and fissure condition are important

    because they relate well connection, water loss and

    fluid short circuit. The thermal properties of stratum

    are also needed such as thermal conductivity, thermal

    diffusivity and heat capacity. Foundation thermal

    parameters are important such as thermal gradient and

    heat flux which are useful to evaluate heat distribution

    of underground. It is better to obtain the geo-stress of

    reservoir which has significant impact on induced

    fracture orientation. After necessary information has

    been got, a total evaluation should be made consid-

    ering technology and economic analyses. Then, a

    rigorous scheme can be designed, and drilling

    followed.

    Fracturing and circulation are the key processes of

    EGS. Figure 2 also show a recommended step of

    drilling and fracturing. In practice, those steps are not

    restricted, but adjustable according to field monitored

    data. For example, if impendence is high after

    fracturing, refracturing even redesign should be con-

    ducted. Therefore, multi fracturing or circulation

    experiment may be made in terms of the evaluation

    of reservoir quality.

    All the processes are finished and acceptant

    production temperature is made without high draw-

    down, sustainable geothermal energy can be extracted.

    3 Continuous research on EGS

    3.1 Analytical and numerical model

    Water is a common fluid in circulation process due to

    its easy availability. Physical and thermal properties of

    water are variables of pressure and temperature. The

    density and viscosity of water can be written as the

    variable of temperature (Holzbecher 1998):

    123

    4 Page 6 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • Yes

    Site selection

    Design

    Feasibility analysis

    No

    Drilling

    Circulation

    Fracturing Drilling

    Connection

    Yes

    No

    Multi process

    Evaluation ProductionYesNo

    Depth, Diameter, Layout, Fracturing, …

    Geological setting, Thermo properties, Economic analysis, …

    =?AE Fracture

    Injection well Production well

    Fracturing

    Geo-survey+

    Fig. 2 Flow chart of EGS

    qW ¼1000� 1� ðt � 3:98Þ

    2

    503570� t þ 283t þ 67:26

    !; 0 �C� t� 20 �C

    996:9� ð1� 3:17� 10�4 � ðt � 25Þ � 2:56� 10�6 � ðt � 25Þ2Þ; 20 �C� t� 250 �C1758:4þ 10�3tð�4:8434� 10�3 þ tð1:0917� 10�5 � t � 9:8467� 10�9ÞÞ; 250 �C� t� 300 �C

    8>>><>>>:

    ð1Þ

    lW ¼10�3 � ð1þ 0:015512� ðt � 20ÞÞ�1:572; 0 �C� t� 100 �C0:2414� 10ð247:8=ðtþ133:15ÞÞ; 100 �C� t� 300 �C

    �ð2Þ

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 7 of 26 4

  • The effect of pressure on the heat capacity and

    thermal conductivity of water is little when no phase

    transition occurs, so the effect of pressure can be

    ignored, and the heat capacity and thermal conductiv-

    ity under different temperature is calculated by the

    following empirical equation (Cui et al. 2017):

    cW ¼ 4:1712� 5:8� 10�4t þ 10�5t2 � 5� 10�8t3

    ð3Þ

    kW ¼ 5087:8þ 138:2t � 0:864t2 þ 0:001728t3 ð4Þ

    The most advantages of analytical model are low-

    investment, fast calculation and convenience for

    substantial parameter analyses. Adoption of analytical

    model in deep geothermal exploitation mainly has two

    aspects.

    One aspect is about the change of permeability or

    reservoir during the process of flow and heat exchange

    between cool fluid and hot rock matrix. Changes in

    fracture aperture is the base of permeability alter.

    Deformation would occur in rock matrix considering

    thermal stress, according to which a one-dimensional

    analytical solution of displacement with temperature

    can be derived (Jaeger et al. 2009). A semi-analytical

    correlation was employed to analyze the change of

    fracture aperture under thermal and mechanical cou-

    pling (Wang et al. 2016). Due to thermal stress (shrink

    stress when cooling), fracture aperture would enlarge

    (Fig. 3). The poroelastic theory was often employed to

    calculate reservoir rock deformation with the action of

    fluid flow assuming reservoir rock as a porous medium

    (Zimmerman et al. 1986). Through this theory,

    injection pressure tends to increase at initial stage

    due the poroelastic stress, then it decreases when rock

    temperature decreases and fracture aperture increases

    (Ghassemi and Tao 2016).

    The relationship between permeability and effec-

    tive stress has been studied and analyzed for fluid

    flowing in a single fracture. Permeability is known to

    be a function of effective stress re:

    k ¼ kðreÞ ð5Þ

    where re ¼ r� bP, r is the confining pressure orstress, P is the fluid pressure. b determines the relativeefficiencies of confining stress versus fluid pressure in

    changing permeability. Experiment demonstrated that

    b can be substantially greater than 1 or less than 1(Zoback and Byerlee 1975; Warpinski and Teufel

    1992). Generally, b equals to 1.Gangi (1978) proposed that fracture aperture and

    permeability should follow a relation of the forms:

    W ¼ W0 1� ðreEfÞ1=n

    � �ð6Þ

    k ¼ k1½1� ðcreÞm�3 ð7Þ

    where c is a material constant, andm is around 0.25,Wis fracture aperture, W0 is the maximum aperture

    possible (corresponding to zero effective stress), Ef is

    the effective modulus of the fracture asperities, and

    n is a parameter related to the distribution of nail

    heights.

    Fig. 3 Change of fractureaperture increase vs. time

    due to thermal–mechanical

    coupling after cold fluid

    action (Wang et al. 2016).

    Young’s modulus = 66

    GPa; Poission’s

    ratio = 0.25; thermal

    expansion

    coefficient = 7.9 9 10-6 m/

    (mK); heat

    capacity = 1000 J/(kgK)

    123

    4 Page 8 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • Walsh (1981) proposed that permeability should

    follow a relation of the form:

    k ¼ k0 1� i lnrer

    h i3ð8Þ

    where i is a dimensionless material constant.

    A simple inverse-power relation between perme-

    ability and effective stress was proposed by Nathenson

    (1999):

    k ¼ k0are

    ð9Þ

    where k0 is the initial permeability when fluid pressure

    equal to zero where ar = 1. This equation is valid atlow effective pressure but less sensitive at high

    effective pressure.

    The second aspect is the analysis of production

    temperature. The analytical solution for the normal-

    ized fracture water temperature was proposed by

    Lauwerier (1955).

    In an infinite rectangular fracture:

    t � t0tin � t0

    ¼ erfc kRxqWcWq

    þW4

    � � ffiffiffiffiffiffiffiffiffiffiqRcRkRs

    r� �ð10Þ

    In an infinite radial fracture:

    t � t0tin � t0

    ¼ erfc pkRx2

    qWcWQinþW

    4

    � � ffiffiffiffiffiffiffiffiffiffiqRcRkRs

    r� �ð11Þ

    where x is the perpendicular distance from the interest

    point to the injection well, q is the unit-width

    discharge, s is time, t0 is initial temperature, and tinis injection temperature.

    A one-dimensional analytical solution of rock

    temperature with temperature difference or thermal

    diffusivity was given by Jaeger et al. (2009), while a

    three-dimensional analytical solution of the tempera-

    ture in fractures of a semi-infinite single fracture under

    a specific condition by Barends (2010). Wu et al.

    (2016) used the exact results of the semi-analytical

    method as the benchmark of numerical analysis and

    predicted the variation of output temperature with

    mining time under different numbers of fracture and

    spacing. Under the condition of appropriate fracture

    spacing, the increase of number of fractures can

    effectively increase the fluid–solid heat transfer area,

    thereby increasing the output temperature. When the

    fracture spacing decreases, especially when the frac-

    ture spacing is too small. The output temperature of

    single fracture model is equal to that of single fracture

    model, providing no advantage of the multiple fracture

    model. A temporal semi-analytical method is used by

    Liu and Xiang (2019) considering finite-scale frac-

    tures and three-dimensional conduction in the rock

    matrix, which showed a coincident result with that of

    Wu et al. (2016). Besides, increasing number of

    fractures is more efficient than that of increasing

    fracture spacing.

    With the development of computer science, numer-

    ical simulation developed rapidly. Compared with

    theoretical analysis, it can simulate complex boundary

    conditions. Compared with physical experiment, it has

    less investment and shorter period, and can carry out

    large-scale parametric design. At present, the numer-

    ical calculation methods of rock mechanics can be

    divided into two categories: continuum-based

    mechanics and discontinuous-based mechanics.

    Among them, the finite element method is the

    representative of the continuum mechanics method.

    Finite element method is widely used in deep

    geothermal mining research, which mainly involves

    rock mechanics, fluid mechanics, heat conduction

    (Hadgu et al. 2016), permeability (Durlofsky 1991).

    The main types of numerical software are FRACTure

    (Kohl and Hopkirk 1995), ANSYS/CFX (Xu et al.

    2015a), TOUGH2 (Pruess et al. 1999) and COMSOL.

    Discrete method is also used in deep geothermal

    mining, the most common one is Itasca’s PFCD.

    Thermal reservoir is a complex network with multi-

    fractures. Fracture network provides a channel for

    fluid migration, which is essential for further stimu-

    lation and fluid flow studies (Tran and Rahman 2007).

    The numerical calculation of complex fractures is

    particularly important. However, the existing com-

    mercial software has some deficiencies in the ability to

    simulate the real three-dimensional complex fracture

    network of rocks. In order to solve this limitation,

    Chen et al. (2018a) established a three-dimensional

    complex fracture network using pipeline model to

    simulate the heat exchange between reservoir rock and

    fluid. The numerical analysis method plays an impor-

    tant role in the research and exploration of deep

    geothermal mining. Previous studies have made

    fruitful contributions to multi-field coupled deep

    geothermal research. In the study of EGS, fracture

    network provides the main space for fluid heating and

    is the main research content of numerical simulation.

    Fluid flow simulation in reservoir can be divided into

    three categories: porous mediummodel (e.g. Luo et al.

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 9 of 26 4

  • 2014; Salimzadeh et al. 2018), commonly used

    fracture model (Xu et al. 2015a; Pandey et al. 2017)

    and the newly developed pipe-base model (Chen et al.

    2018a, b, c). Fracture opening is an important

    parameter affecting fluid flow rate and heat exchange.

    It is generally used in literatures in the range of

    0.1–1 mm (e.g. Wang et al. 2016). In fractured model,

    fractures with single aperture were usually used, but

    some complex fracture network with discrete distri-

    bution apertures are also used shown in Fig. 4a.

    Production temperature is one of the most impor-

    tant parameters of deep geothermal mining, which

    determines the success or failure of a project.

    Gholizadeh Doonechaly et al. (2016) introduced the

    shear displacement model to study the variation of the

    production temperature showing that the production

    temperature decreases with time, and it is lower than

    that without thermal stress considering thermal stress

    (about 5 degrees). The variation of production tem-

    perature with mining time was studied by using a

    three-dimensional fracture model under the condition

    of thermal–hydraulic-mechanical coupling (Pandey

    et al. 2017; Zhao et al. 2015a).

    3.2 Laboratory experiment

    Compared with demonstration project, laboratory

    experiment has less investment, which plays an

    important role in breakthrough of key technologies

    and in understanding mechanism in deep geothermal

    (a)

    (b)

    Fig. 4 Fracture distributionused in a simulation andtested by b laboratoryexperiment

    123

    4 Page 10 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • exploitation. Laboratory experimental studies on deep

    geothermal mining mainly focus on fracture network

    establishing, fracture permeability evolution, wellbore

    or fracture stability and fluid–solid heat exchange.

    HDR properties are essential for underground reser-

    voir characterization. A valuable data was tested on

    granodiorite rock cores obtained from 4.2-km-deep

    geothermal well at the Pohang Enhanced Geothermal

    System site in Korea such as X-ray CT images,

    deformation and strength properties and thermal

    properties (Kwon et al. 2018).

    Establishing good hydraulic connections in reser-

    voirs is one of the core technologies of EGS. Good

    hydraulic connections can not only provide paths for

    fluid flow but also fluid–solid heat transfer. Hydraulic

    fracturing is the most commonly used method to

    establish hydraulic connection in EGS. This technol-

    ogy originated in the field of oil and natural gas. Its

    principle is to use fracturing equipment (mainly high-

    pressure water pump) to squeeze high-viscosity fluid

    into the stratum to generate or extend cracks. In this

    process, hard proppant particles are usually used to

    prevent crack closure (see for e.g. Zhang et al. 2015).

    Frash et al. (2014) developed a true triaxial device,

    which can simulate the process of drilling and

    hydraulic fracturing in EGS, and can also carry out

    acoustic emission testing and strain testing. Xu et al.

    (2015b) carried out hydrofracturing experiments, and

    simulated the occurrence, propagation and develop-

    ment of rock fractures under different temperatures

    and confining pressures. The mechanism of crack

    initiation and propagation pressure by hydrofracturing

    in rock mass at different temperatures under triaxial

    stress state was systematically analyzed (Zhou 2017).

    Increasing rock temperature can efficiently reduce

    breakdown pressure in hydraulic process, while high

    confining pressure is disadvantageous (Zhang et al.

    2019). Besides, the original fracture in reservoir has

    significant influence on hydraulic fracture. Outcomes

    from the interaction of a hydraulic fracture (HF) with a

    natural fracture (NF) are a long-standing research

    direction and can be divided into four types consid-

    ering two dimensions: (1) the HF crosses the NF, (2)

    the HF is diverted into the NF, (3) the HF is blunted at

    the NF and the HF diverts into the NF and then

    reinitiates leaving an offset in its path (details see for

    Thiercelin et al. 1987). The type of interaction will

    affect the hydraulic fracture growth past the junction

    and upstream of that junction because of the difference

    in pressure (Jeffrey et al. 2017).

    Substantially using the data of acoustic emission or

    microearthquake during stimulation is an efficient

    method to describe the distribution of factures (Fang

    et al. 2018; Lu and Ghassemi 2019; Xing et al. 2019).

    Acoustic emission would occur with rock breaking,

    which was monitored when supercritical carbon

    dioxide was injected into 8 m deep granite boreholes

    by hydrofracturing. Supercritical carbon dioxide

    migrated more easily in primary fractures and

    enhanced the generation of acoustic emission signals

    (Ishida et al. 2017). Of course, some other methods

    were used to evaluate the fractures such as resistivity

    (Li et al. 2015). In addition, some scholars have also

    studied chemical method to assist in establishing

    fracture networks. A mixture of hydrochloric acid and

    hydrofluoric acid was used to percolate through

    granite fractures, showing that the permeability of

    rocks was significantly improved (Luo et al. 2018). A

    high concentration sodium chloride solution on the

    fracture of feldspar sandstone can dissolve some

    minerals, which has a strong effect on the fracture

    surface morphology (Schmidt et al. 2017).

    Fracture aperture is important for evaluating per-

    meability, whose distribution inhomogeneity was

    shown by experiment result (Fig. 4b). Fracture per-

    meability is not a simple function with effective stress.

    Indeed, it can be influenced by temperature, pressure,

    roughness (Huang et al. 2019) cyclic stress, mineral

    dissolution and so on. Increasing temperature or

    effective stress can reduce fracture aperture and

    permeability in rock (Kamali-Asl et al. 2018; Shu

    et al. 2019). Caulk et al. (2016) experimentally tested

    the effect of fluid flow on the fracture permeability

    (opening) of granite under near-in situ state. The

    actions of dissolution of propping asperities and

    subsequent rock creep under effective (confining)

    pressure will lead to the decrease of permeability

    (fracture aperture) (Fig. 5a). For a cylinder rock

    sample with splitting fracture in principle direction,

    increasing effective (confining) pressure or pressure

    cycles can reduce permeability (Fig. 5b). Temperature

    may also change rock permeability. The drastic

    increase of permeability of granite occurs when the

    temperature rises to about 630 K (Fig. 5c). Besides,

    chemical reactions with rock minerals can increase

    permeability (Fig. 5d).

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 11 of 26 4

  • In the aspect of wellbore or fracture stability, Zhao

    et al. (2015) designed and carried out triaxial high-

    temperature and high-pressure tests of granite samples

    to simulate the stability of borehole wall in deep

    geothermal mining, which found that the deformation

    of the samples obeyed the generalized Kelvin model

    under hydrostatic pressure of less than 100 MPa and

    temperature of 400 �C. Zhou et al. (2018) found thatthe cooling effect of fluids can cause thermal shock

    and tensile stress in rocks. After drilling, borehole

    breakout may occur. Zheng et al. (1989) analyzed the

    breakout shape. Borehole breakouts propagate into the

    rock until they reach a stable state. The key for the

    stabilization of a breakout is that the ever-sharpening

    breakout point functions as a stress concentrator. The

    stresses around the original borehole boundary are

    greatly reduced and the rock in these low-stress

    regions becomes stable. Their results showed that

    moderate breakouts will not significantly change the

    results of hydraulic fracturing measurements. Lee

    et al. (2012) developed a now model in which the

    anisotropic rock strength characteristic is incorpo-

    rated. Both bedding plane and in situ stress field have

    significant effects on the extent of failure region

    around the wellbore and the safe mud weights. A two-

    dimensional discrete element model was used to better

    understand the mechanisms controlling the initiation,

    propagation, and ultimate pattern of borehole break-

    outs in shale formation when drilled parallel with and

    perpendicular to beddings (Duan and Kwok 2016).

    Borehole breakout was influenced by particle size

    distribution, borehole diameter and rock anisotropy.

    Far-field stress anisotropy plays a dominant role in the

    shape of borehole breakout when drilled perpendicular

    to beddings.

    (a) (b)

    (d)(c)

    Fig. 5 Evolution of fracture permeability with a time under confining pressure, b effective pressure, c temperature and d chemicalreaction time

    123

    4 Page 12 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • In the aspect of fluid–solid heat exchange, the heat

    transfer between fluid and solid in single-fracture

    granite under different temperatures and pressures was

    studied by Bai et al. (2017). They proposed the

    equation of total heat exchange coefficient compared

    with other equations, effectively and accurately pre-

    dicting the results of fluid–solid heat transfer in single-

    fracture granite. Jiang et al. (2017) experimentally

    studied the convective heat transfer behavior of

    supercritical carbon dioxide in rock fissures.

    The effect of supercritical carbon dioxide on

    minerals in granite under high temperature and

    pressure was also experimentally studied. Na, Si, K,

    Ca, Mg, Fe and Al could dissolve into supercritical

    carbon dioxide at the rates of 4.5, 2.7, 1.6, 0.5, 0.3, 0.2

    and 0.1 ppm/day, respectively (Zhou et al. 2016).

    Carbon dioxide could be absorbed by kaolinite in

    sandstone, resulting in a decrease in rock stiffness

    (Delle Piane and Sarout 2016). Salt precipitation

    caused by pore water evaporation and chemical

    reaction of supercritical carbon dioxide with rock

    have destructive effects on reservoir rock properties.

    The existence of pore water can lead to a 27% decrease

    in heat extracted (Zhang et al. 2016). Lebedev et al.

    (2014) measured the P-wave and S-wave velocities of

    salt-saturated sandstone injected with supercritical

    carbon dioxide. P-wave velocities decreased by 3.5%

    after injecting supercritical carbon dioxide. The

    P-wave velocities can be used to estimate the carbon

    dioxide saturation in rocks. Suekane et al. (2009)

    measured the distribution of supercritical carbon

    dioxide injected into porous rocks by using magnetic

    resonance imaging (MRI). About 7% of the compres-

    sion wave vibration occurred during the process of

    supercritical carbon dioxide injected into sandstone by

    monitoring the wave velocity response characteristics

    (Lebedev et al. 2013).

    3.3 Induced earthquake

    Both hydraulic stimulation and circulation experiment

    would induce microseism (Sasaki 1998; Bommer et al.

    2006) which is shown in Tables 1 and 2. Microseism

    must occur when crack generation and expansion, but

    its intensity is generally weak. There are many debates

    on that if deep geotherm could induce sufficient

    earthquake. To date, all the seism is not enough to

    cause destructive earthquake. Big earthquake can not

    be excluded due to pore pressure increase in fault

    whose mechanism is shown by Kang et al. (2019). In a

    zone with a fault, a fault is stable if shear stress is less

    than the strength of the contact. The failure condition

    to initiate rupture is usually expressed in terms of the

    effective stress:

    scrit ¼ lðrn�PÞþs0 ð12Þ

    where scrit is critical shear stress, l is the coefficient offriction, rn is normal stress, P is the pore pressure, s0 isthe cohesive strength of the sliding surface.

    In hydraulic stimulation or circulation process, pore

    pressure would increase duce to injection, thus

    resulting in the decrease in critical shear stress. As a

    result, induced earthquakes occur. Ellsworth (2013)

    reviewed the seismic activity that may be associated

    with industrial activity, with a focus on the disposal of

    wastewater by injection in deep wells such as the cases

    of Rocky Mountain Arsenal, Rangely and Paradox

    Valley. The moment magnitude (Mw) 5.5 earthquake

    struck South Korea in November 2017. An enhanced

    geothermal system site, where high-pressure hydraulic

    injection had been performed during the previous

    2 years, was considered to raises the possibility of this

    earthquake (Grigoli et al. 2018). Though the effective-

    stress model [Eq. (12)] provides straightforward guid-

    ance for avoiding induced earthquakes, it is difficult to

    know initial stress and pore-pressure conditions and

    how perturbations to those conditions due to injection.

    4 New thoughts for deep geothermal energy

    Despite of lots of work on EGS, some researchers

    proposed novel models or methods for exploiting deep

    geothermal energy, which can be generally divided

    into three categories. Table 3 lists the fundamental

    geological and operation parameters used in new deep

    geothermal exploitation researches.

    4.1 New thoughts based on EGS

    Figure 6 shows the EGS researches with novel

    conceptual models and production temperature. Well-

    bore layout has substantial impact on economic

    investment of EGS. A long-term heat extraction

    process of EGSs was numerical simulated by Chen

    and Jiang (2015), which includes a standard double-

    well layout, two triplet-well layouts and a quintuplet-

    well layout. Results showed that increasing production

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 13 of 26 4

  • Table

    1Inform

    ationofthereal

    EGSproject

    inhydraulicstim

    ulationprocess

    Project

    Site

    Year

    Stimulation

    method

    No.of

    wellbore

    Fracturing

    depth

    (m)

    Flow

    rate

    (kg/

    s)

    Injection

    volume

    (m3)

    Seism

    ic

    volume

    (m3)

    Wellhead

    pressure

    (MPa)

    References

    TheLosAlamosHDR

    Geothermal

    Energy

    Project

    TheJemez

    Mountains,

    FentonHill,US

    1974

    Water

    GT-2

    2932

    Brown

    (1995,2009)

    1975

    Water

    EE-1

    3064

    19

    107

    1982–1984

    Water

    EE-2

    Multi-

    depth

    3.3

    9108

    TheRosemanowes

    HDR

    project

    Rosemanowes

    Quarry,

    Cornwall,UK

    1977–1980

    Water

    300

    Pearson(1980),

    Ziagoset

    al.

    (2010)

    1980

    Water

    RH12

    2100

    100

    30,000

    14

    1983

    Water,gel

    RH15

    2600

    theSoultzproject

    Soultz,

    Alsace,

    France

    1991

    Water

    GPK1

    1402–2002

    10,000

    Genteret

    al.

    (2010),Xuet

    al.

    (2016)

    1992

    Water

    GPK1

    2850–3590

    1995

    Water

    GPK2

    3211–3876

    10

    1996

    Water

    GPK2

    58,000

    2000

    Water

    GPK2

    5000

    23,400

    1.1

    9109

    14.5

    2001

    Water

    GPK3

    5093

    2003

    Water,acid

    GPK4

    5105

    TheHijioriProject

    1985–1987

    Water

    SKG-2

    1802

    2000

    Yam

    aguchiet

    al.

    (2000)

    1988

    Water

    HDR-1

    2150–2200

    2115

    TheOgachiHDRProject

    AkitaPrefecture,

    northeast

    Japan

    1991

    OGC-1

    990

    640–710

    10,000

    59

    105

    18–18.5

    Kitanoet

    al.

    (2000)

    1992

    OGC-1

    711

    500–700

    5500

    39

    105

    22–23.5

    1994

    OCG-2

    1100

    750

    3000

    89

    104

    13

    1995

    OGC-1

    1000

    1500

    4000

    29

    104

    16

    1995

    OCG-2

    1100

    2200

    4000

    89

    104

    18

    TheGeodynam

    icsEGS

    Project

    Innam

    incka,

    South

    Australia

    2003

    Water

    Habanero-

    1

    4421

    13.5–26

    20,000

    79

    108

    35–65

    Wyborn

    (2010)

    2005

    Water

    Habanero-

    1

    4421

    20,000

    49

    109

    2005

    Water

    Habanero-

    2

    4358

    2008

    Water

    Habanero-

    3

    4221

    123

    4 Page 14 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • Table

    2Inform

    ationofthetypical

    EGSproject

    inmaincirculationexperim

    ents

    Project

    Year

    Depth

    (km)

    Reservoir

    temp.(�C)

    Injection/back

    pressure

    (MPa)

    Injection/

    productionflow

    rate

    (kg/s)

    Water

    loss

    (kg/s)

    Flow

    impendence

    (MPa/(L/s))

    Production

    temp.(�C)

    Thermal

    power

    (MW)

    References

    TheLosAlamosHDR

    Geothermal

    Energy

    Project

    1980

    *2.8

    195

    9.7/1.4

    6.3/5.9

    0.2

    13

    158

    3–5

    Brown(1995,2009)

    1986

    *3.5

    235

    26.9/3.3

    6.3/5.9

    0.15

    19

    190

    4

    TheRosemanowes

    HDR

    project

    1980–1983

    *0.2

    79

    14/-

    \100/

    *70%

    Parker

    (1999)

    1985–1987

    2.6

    100

    8–10

    \25

    [0.5

    1987–1988

    2.6

    100

    25.1

    TheSoultzproject

    1995–1996

    *3.8

    168

    21

    136

    9Genteret

    al.(2010),

    Xuet

    al.(2016)

    1997

    *3.8

    168

    25

    010

    2005

    *5

    202

    15

    0120,160

    2008

    *5

    202

    6–7

    25

    TheHijioriProject

    1988

    1800

    253

    70%

    Yam

    aguchiet

    al.

    (2000),Oikaw

    a

    etal.(2001)

    1991

    1800

    253

    22%

    150–180

    8.5

    1995

    2200

    270

    16.7–33.4

    60%

    180

    2000

    2200

    270

    9–13

    16.7–20

    *75%

    163,172

    8

    2001

    2200

    270

    8.1/1.29

    15.8

    *50%

    179

    TheOgachiHDR

    Project

    1993

    1000

    228

    17–19

    750–1200/12–30

    98%

    109

    Kitanoet

    al.2000

    1994

    1100

    240

    13–16

    500–750/50–65

    90%

    160

    1995

    1100

    240

    7–9

    500–700/

    125–150

    75%

    170

    1997

    1100

    240

    13

    400–75

    85%

    116

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 15 of 26 4

  • well has little influence on heat extraction perfor-

    mance. The double-well layout is better than the

    triplet-well layout and the quintuplet-well layout.

    Therefore, decreasing number of injection and pro-

    duction well should be first considered in EGS design.

    The most important segment of EGS is the instal-

    lation of fracture network which is the main heating

    process when fluid flowing. Zeng et al. (2013a)

    proposed a novel model which consists of an injection

    well, a production well and a vertical fracture by

    Table 3 Main researches of new thoughts including fundamental geological and operation parameters used in deep geothermalexploitation

    References Rock parameter Fluid parameter Thermal

    gradient (K/

    km)

    Fracture

    aperture

    (mm)

    Reservoir

    depth (m)

    Injection

    temperature

    (�C)kR(W/

    (m�K))

    cR (J/

    (kg�K))qR(kg/

    m3)

    Type cF (J/

    (kg�K))qF (kg/m

    3)

    Yang and

    Yeh

    (2009)

    2.6 1046.4 2650 H2O 4185.5 1000 3 –

    Zeng et al.

    (2013a)

    2.395 1100 2850 H2O 0

    (reservoir)

    2 \ 1619 60

    Zeng et al.

    (2013b)

    2.395 1100 2850 H2O 0

    (reservoir)

    0.05–2 1219–1619 60

    Xu et al.

    2014

    2.51 920 2650 CO2 4.26 – 3800 20

    Biagi et al.

    (2015)

    2.1 1000 2650 CO2 20

    Chen and

    Jiang

    (2015)

    2.1 1000 2650 H2O 4200 1000 4 – 4250 27

    Jiang et al.

    (2016)

    3.9 700 2240 H2O 4182 998.2 5.75 – 4000 70

    Cui et al.

    (2017)

    2.25 2112 H2O Equation (3) 2.3 – 4600 25

    Xia et al.

    (2017)

    1.5, 3 790 2700 H2O 4818 Cooper and

    Dooley

    (2008)

    6.5 3000

    Huang

    et al.

    (2018)

    2.5 1000 2650 CO2 Cao et al.

    (2016)

    Cao et al.

    (2016)

    3.5 – 4000 30

    Levy et al.

    (2018)

    2.51 920 CO2 30

    Song et al.

    (2018)

    2.8 1000 2700 H2O 4200 Holzbecher

    (1998)

    4 – 4500 * 5500 50

    Sun et al.

    (2018)

    1.75 CO2 Change

    with t and

    p

    Wang

    et al.

    (2018)

    2.7 900 2700 CO2 4 40

    Tang tea l.

    (2019)

    850 2600 H2O –

    123

    4 Page 16 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • (a)

    (b)

    (c)

    (d)

    Fig. 6 The EGS researches with novel conceptual models and production temperature. a Conceptual model of Zeng et al. (2013a),b the horizontal well model (Zeng et al. 2013b), c conceptual model and d the multilateral-well EGS model (Song et al. 2018)

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 17 of 26 4

  • injecting water at the bottom of injection well. The

    results showed that this model at Desert Peak

    geothermal field can provide more than 420 K

    production temperature at least 20 years. Besides,

    Zeng et al. (2013b) also proposed a horizontal well

    model to investigated the heat production potential at

    Desert Peak geothermal field by simulation research.

    This model consists of two horizontal wells and

    fractures between them. Results showed that accep-

    tance production, as well as water production rate,

    water flow impedance and electricity production

    power, can be obtained with proper conditions.

    Certainly, increasing fractures properly can increase

    production temperature. A pair of parallel injection

    and production wells connected by a set of single large

    wing fracture model was designed by Xia et al. (2017).

    This model highlights the multi-paralleled wing

    fracture to connect injection and production well.

    Acceptant production temperature and temperature

    drawdown had made.

    A multilateral-well EGS model was proposed be

    Song et al. (2018). This model mainly consists of a

    main wellbore, two horizontal injection wells, two

    horizontal production wells and three vertical stimu-

    lated fractures connecting injection well and produc-

    tion well. The cool water was injected from main

    wellbore into the injection well. Water could be heated

    in the manmade fractures and flow to production well.

    Finally, hot water flows to surface through the main

    wellbore which is thermal insolated. This model has

    advantages of output thermal power, production

    temperature, heat extraction ratio and accumulative

    thermal energy than conventional double well EGS.

    Shi et al. (2018) using this model to study the heat

    extraction of carbon dioxide. The results indicate that

    multilateral-well CO2-EGS has a greater heat extrac-

    tion performance than conventional double-well CO2-

    EGS. Due to the complexity of fracture network, it is

    hard to simulate the fractured reservoir under real

    conditions. Asai et al. (2019) reduced the simulation

    times significantly by 1.5–14.5 times without com-

    promising the accuracy of the results by proposing an

    efficient workflow for simulation of multi-fractured

    enhanced geothermal systems.

    4.2 Pipe and other models

    Some researchers also proposed other novel models to

    exploit deep geothermal energy due to the lack of

    commercialization of EGS. Figure 7 shows the pipe

    models and production temperature. The model based

    on pipe has drawn a lot of concentration. The main

    difference of the pipe model and EGS is that the pipe

    model does not need fracturing process, which

    allowed the fluid circulation only in an artificially

    pipe (wellbore). Compared with fracture, fluid in pipe

    need more time to be heated, the pipe model therefore

    needs longer heating path. Sometimes, only one

    wellbore is needed in the pipe model such as the work

    of Cui et al. (2017). A wellbore consisting of a vertical

    segment and a horizontal segment was drilled first.

    Then, a pipe with low thermal conductivity and

    smaller diameter was set in the wellbore. Cold fluid

    was injected from the gap between the wellbore and

    pipe into heat reservoir and been heated. Hot fluid can

    be recovered through the pipe. In order to substantially

    extract the reservoir heat energy, a multi-well model

    was proposed. This type of model consists injection

    well, horizontal well and production well. Jiang et al.

    (2016) proposed a multi-horizontal-well system and

    an annular-well system (Fig. 7b). The multi-horizon-

    tal-well system includes several injection wells and a

    production well. And, the an annular-well system

    includes several injection wells and production wells.

    Each injection well, horizontal well and production

    well compose a relatively individual subdomain. The

    comparison of this model and the EGS model of

    European EGS site at Grob Schonebekc, Germany was

    conducted. Results showed a significant application

    potential of the multi-well system. The production

    temperature and pressure of eight horizontal wells

    system with CO2 were respectively 38.9 K higher and

    10.9 MPa higher than that of the fractured reservoir

    system with CO2 after 20 years at a flow rate of 20 kg/

    s, an injection temperature of 20 K and an injection

    pressure of 10 MPa when the horizontal well length of

    well pattern system was about 10 times to the fractured

    reservoir.

    Recently, a new EGS-E model based on excavation

    technology is proposed by Tang et al. (2019). This

    model includes (1) a super large shaft, (2) heat source

    with large volume and high permeability due to crack

    and fragmentation formation through drilling and

    blasting and (3) heat storage with a large capacity and

    high conductivity. Through numerical simulation, the

    EGS-E may be another potential model to extract heat

    from HDR.

    123

    4 Page 18 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • 4.3 Supercritical carbon dioxide in deep

    geothermal energy

    Deep geothermal power generation, combined with

    supercritical carbon dioxide thermal conductivity

    technology and coal power generation (Mohan et al.

    2013), forming a new deep geothermal development

    technology of coal plus geothermal, has dual strategies

    for mining deep geothermal energy and reduce carbon

    dioxide. If the installed capacity of deep geothermal

    power generation can reach one-third of the installed

    capacity of thermal power generation, the supercritical

    carbon dioxide needed for deep geothermal exploita-

    tion can basically consume the carbon dioxide gener-

    ated by thermal power generation (Pruess 2006).

    Supercritical carbon dioxide deep geothermal

    exploitation is a very complex project, which involves

    many factors such as temperature field, mechanical

    field, flow field, chemical field, etc. These physical

    quantities have a great impact on fluid movement, heat

    transfer, reservoir deformation and so on. In particular,

    the dynamic interaction between supercritical carbon

    dioxide and fractured rock is a complex process,

    including physics, chemistry, mechanics, failure,

    wave propagation, acoustic emission and so on. To

    date, there is no effective numerical method and

    software for rock mechanics to describe the process

    perfectly. The thermal and physical properties of

    supercritical carbon dioxide are variables of pressure

    and temperature including density, viscosity, specific

    heat capacity and thermal conductivity (details refer to

    Span and Wagner 1996; Heidaryan et al. 2011;

    Jarrahian and Heidaryan 2012; Cao et al. 2016b).

    Deep geothermal mining is a project with a large

    scale of time and space. The numerical analysis

    overcomes the shortcomings of short physical test

    cycle and small model size, and can simulate large-

    scale models for decades or even longer, which is one

    (a)

    (b)

    Fig. 7 The pipe models and production temperature. a the single well system (Cui et al. 2017), b the multi-horizontal-well system(Jiang et al. 2016)

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 19 of 26 4

  • of the most advantages of the numerical simulation.

    For example, Pruess’s (2006) numerical analysis on

    the Soultz demonstration project showed that the

    thermal extraction ratio using supercritical carbon

    dioxide as a fluid is 50% higher than that using water

    as a fluid. Pan et al. (2016) used TOUGH2 software to

    simulate geothermal extraction ratio of three repre-

    sentative thermal reservoirs (Acoculco, Purundiro,

    Agua Caliente Comond). The results showed that the

    thermal extraction ratio of supercritical carbon dioxide

    is 1.6 times than that of water. The results of Cao et al.

    (2016b) showed that the power generated by EGS is

    positively correlated with the density and specific heat

    of supercritical carbon dioxide, and negatively corre-

    lated with the viscosity, and less correlated with the

    thermal conductivity. Pruess (2008) studied the influ-

    ence of gravity and density of supercritical carbon

    dioxide on thermal extraction rate. The results showed

    that supercritical carbon dioxide with low temperature

    and high density is easy to flow in the lower part of

    reservoir under gravity, which leads to premature

    thermal breakthrough in the lower part of the reser-

    voir, leading to excessive temperature reduction in

    production wells. Sun et al. (2018) studied the

    geothermal extraction rate of supercritical carbon

    dioxide flowing in horizontal wells. The results

    showed that increasing injection flow rate or decreas-

    ing injection temperature can improve the geothermal

    extraction rate. Wang et al. (2018) studied supercrit-

    ical carbon dioxide geothermal exploitation based on

    the change of permeability of surrounding rock. The

    results showed that the increase of permeability of

    surrounding rock resulted in a small decrease in

    thermal extraction rate and a significant increase in

    supercritical carbon dioxide storage capacity. Jiang

    et al. (2017) experimentally studied the convective

    heat transfer of carbon dioxide at supercritical

    pressure in a horizontal rock fracture. These literatures

    reveal a potential of supercritical carbon dioxide, but

    some knowledge should be clear for evaluation. For

    example, the mineralogical structure of Harcourt

    granite rock specimens was mainly changed by the

    dissolution of silicate minerals and plagioclase phase

    feldspar minerals (Isaka et al. 2019).

    Besides supercritical carbon dioxide, Olasolo et al.

    (2018) evaluated the use of nitrous oxide in enhanced

    geothermal system which concluded that single

    supercritical phase nitrous oxide seems to be an

    alternative to the two working fluids (water and carbon

    dioxide) used to date.

    5 Discussion

    Though substantial improvement has been made in

    deep geothermal energy exploitation, lots of efforts

    need to be made. The key purpose of deep geothermal

    energy exploitation is to extract acceptant heat energy

    for utilization such as supply heating and electric

    generation. Therefore, the technologies relating to

    deep underground engineering have got a lot of focus

    and are reviewed in this paper. Now, the technologies

    were grasped e.g. deep and directed drilling at high

    temperature and pressure in hard HDR, kilometer-

    scale hydraulic stimulation, long-term circulation and

    location technology of rock failure. These technolo-

    gies could support in establishing an industrial grade

    geothermal factory for the utilization of deep geother-

    mal energy. Nevertheless, critical problems are still to

    be solved, of which two aspects should be concen-

    trated throughout fracturing and circulation process.

    Figure 8 shows the rock mechanics and rock engi-

    neering tasks in deep geothermal energy exploitation.

    Fig. 8 Rock mechanics androck engineering tasks in

    deep geothermal energy

    exploitation

    123

    4 Page 20 of 26 Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4

  • In the circle the main tasks were listed, while the

    relative research targets were listed out the circle.

    5.1 Properties of HDR including physical,

    thermal, chemical and mechanical parameters

    Physical and thermal parameters are the foundation of

    thermal exchange between rock and fluid as well rock

    interior. Three fundamental thermal parameters –

    thermal conductivity, thermal diffusivity and heat

    capacity – as well as other parameters of HDR such as

    density determine the heat conduction rate in HDR.

    Rock physical and thermal parameters also are the

    base of digital model for evaluation such as the

    temperature–pressure dependence of these parame-

    ters. Strengthening the research of these fundamental

    parameters especially at different conditions of pres-

    sure and temperature contributes to accurate evalua-

    tion of critical parameters in deep geothermal

    exploitation process such as production temperature

    and flow rate design.

    Chemical properties of HDR is critical due to their

    relevance to rock weathering which mainly influences

    on fluid flow path and the corrosion of machine and

    casing. In the processes of fracturing and circulation,

    some chemical solution may be added to the fractured

    reservoir to reduce impendence between injection and

    production well. The choice of chemical reagents,

    concentration, of solution, technological process and

    time control are variables of rock weathering extent.

    The characteristic of chemical stimulation on large

    scale rock fractures is also unknow. Besides, unsuit-

    able chemical stimulation might cause fluid short

    circuit.

    Rock mechanical properties relate to deformation,

    damage, crack initiation, growth, propagation, frac-

    ture wall or wellbore stability. These properties are

    much importance because they, as well as geological

    settings, influence the quality of fracture network. The

    main problems– fluid short circuit, high impedance

    and water loss – easily occur in deep geothermal

    engineering, which are considered closely relating to

    rock mechanical properties. The evaluation of funda-

    mental mechanical properties of rock under hydro-

    thermo-mechanical-chemical coupling still need

    strengthen. Rock cracking should be especially

    focused. One aspect is the hydraulic stimulation. The

    hydraulic stimulation in geotherm is different with

    those in oil and gas field. The main purpose of

    hydraulic stimulation in geotherm is to establish

    sufficient fracture network which should have these

    characters: enough space scale and number for extract

    volume reservoir energy, enough fracture aperture for

    smooth flow of fluid, good connection for low

    impedance flow, good sealing property to reduce

    water loss, without large aperture path to avoid fluid

    short circuit. Obviously, the current stimulated frac-

    ture network is far away from these ideal character-

    istics. Another aspect is rock cracking in operation

    phase. For example, an EGS project usually undergoes

    multiple stimulations and circulations with various

    pressures which cause the cyclic stress on rock by fluid

    pressure. the effects of non-uniform in situ stresses and

    loading history on rock fracturing are not well

    understood (Tomac and Sauter 2018). Fatigue damage

    of rock especially in the aspects of subcritical and

    critical cracking is importance to deep geothermal

    exploitation, while less literature reported it. Study on

    the morphology and evolution of fracture should be

    enhanced under real geological settings especially on

    the nonuniformity of weathering.

    Permeability is a critical parameter in fractured

    reservoir, whose evolution should be focused in

    fracturing and circulation phase. Rock permeability

    enhancement still faces many challenges (Tomac and

    Sauter 2018). A reality must be kept in mind that in

    reservoir fracture aperture is inhomogeneous which

    may cause flow differences in different zone (Zhang

    et al. 2017). In multi-field coupling (HTMC) condi-

    tion, fracture evolution is also inhomogeneous which

    need to further research. Scale effect on application of

    laboratory results to real practice should be

    considered.

    5.2 Stimulation methods

    Tradition stimulation of HDRwere developed from oil

    and gas field. There is a big difference between HDR

    exploitation and gas extraction. In gas field, natural

    gas can transmit if fracture occurs due to its internal

    pressure, while fluid flows in fractures in heat reservoir

    must be driven by wellhead pressure. In some fractures

    with low aperture, fluid flow may be slow, which may

    cause less heat extraction in these areas. Stimulation

    combined other technologies such as chemical reagent

    or gel forming an appropriate technology for deep

    geothermal exploitation are needed. However, partial

    fractures with large aperture may cause fluid short

    123

    Geomech. Geophys. Geo-energ. Geo-resour. (2020) 6:4 Page 21 of 26 4

  • circuit. Efficient porous plugging material and con-

    struction technique may be a good solution.

    5.3 New exploiting model

    Exploiting deep geothermal method may not be only

    one model. New and applicable methods would be

    welcomed. Fortunately, several new methods have

    been proposed such as the revised EGS pipe model.

    Other new thoughts like the method combined with

    mining was also proposed. These methods were only

    recommended without real practice examination.

    They must face many potential problems. Much works

    will be needed in these methods.

    5.4 Model establishing in simulation

    Numerical simulation is an important tool in research-

    ing deep geothermal energy exploitation. Applicable

    and useful methods have been developed in recent

    years and made valuable contributions. Nevertheless,

    there is a great gap in modeling a real-like fractured

    reservoir that limits the application and accuracy of

    simulation results. A lot of work should be made to

    establish a model that can realistically represent the

    characteristics of reservoir such as permeability

    according to field monitored data.

    5.5 Highly efficient drilling

    No matter what methods, drilling to deep reservoir

    can’t be avoid. Highly efficient drilling with proper

    economic cost is a necessary precondition to acceler-

    ate the step of deep geothermal exploitation. Mechan-

    ical drilling combined with laser or micro wave is a

    potential technology.

    5.6 Monitor technology

    Using geophysical exploration such as active or

    passive acoustic emission describes the effective

    reservoir fracture distribution is a difficult work, but

    we must go forward. Only in this way can we ascertain

    the real reservoir condition to correctly guide further

    step.

    6 Conclusions

    This paper reviews the history and research status of

    deep geothermal energy exploration e.g. EGS and new

    thoughts in a view of rock mechanics and rock

    engineering. Some conclusions can be made. EGS has

    a dominant position in deep geothermal energy

    exploitation. The biggest issue of EGS is to establish

    an applicable fractured reservoir and keep it in fine.

    Current technologies such as hydraulic stimulation

    have the ability to form an artificial fractured network

    in HDR but with some deficiencies. And, reservoir

    evolution is uncontrollable and not well understood.

    Researches relating to rock mechanics and rock

    engineering should be strengthened, of which funda-

    mental rock properties, controllable stimulation tech-

    nology, high-efficient drilling and fracture evolution

    should be especially strengthened. The effects of non-

    uniform in situ stresses and loading history on rock

    fracturing are not well understood especially the effect

    of fluid at variable temperatures and pressures.

    Mechanism and prediction of fracturing in complex

    geological settings were not well revealed. Knowledge

    of long-term interaction between rock and fluid and its

    alteration function on fractures is deficient.

    Furthermore, mode of deep geothermal energy

    exploration is not only one. Researches and problem

    prediction of new thoughts can be further conducted.

    Besides, monitor technologies have a great potential

    improvement. With the improvements of these tech-

    nologies, we can better utilize the deep geothermal

    energy in the future.

    Acknowledgements This research is financially supported bythe Natural Science Foundation of Tianjin, China (Grant No.

    19JCZDJC39400).

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