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Hydrophobic Coatings for
Granular Materials
Sérgio D.N. Lourenço,
Department of Civil Engineering, The University of Hong Kong
Innotech Forum on Geotechnology (Hong Kong) - 30 May 2019
Hydrophobic coatings
2
textiles
glass
sono-tek.com
reedoshowers.com
water drop 10mm
lotus leaf
water drop
hydrophobic volcanic soil
NatureMaterials
Hydrophobic
surfaces…
Hydrophilic soil Hydrophobic soil
1mm 1mm
Granular materials
3
Animation Mr Shuang Zheng
Soils can be
hydrophobic
Applications
4
Barriers
Aim:To establish the conditions under which synthetic hydrophobic
granular materials can be deployed in ground interfaces
soil soilstructure
Advantages vs limitations…
Hydrophobic granular
materials for ground
interfaces
Lourenço SDN, Saulick Y, Zheng S, Kang H, Liu D, Lin H, Ting Y, 2018, Soil wettability in ground engineering: fundamentals, methods and, applications, Acta Geotechnica 13, 1, 1-14
Coatings
5
Natural (organic matter…)
Synthetic (silanes, oils…)
Physical characteristics
Particle size and shape
Surface roughness
uncoated coated
Hydrophobicity
depends on surface
chemistry and
topography
Lourenço SDN, Woche SK, Bachmann J, Saulick Y 2015. Wettability of crushed air-dried minerals, Géotechnique Letters 5(3), 173–177
Chan CSH, Lourenço SDN, 2016, Comparison of three silane compounds to impart water repellency in an industrial sand, Géotechnique Letters 6, 4, 1–4
Lourenço SDN, Jones N, Morley C, Doerr S, Bryant R, 2015, Hysteresis in the soil water retention of a sand-clay mixture with contact angles lower than ninety-degrees, Vadose Zone Journal 14, 7
Coatings
6
Using chemistry
Silanes (DMDCS and others)
Stearic acid + Octadecane
Oils
SAND SILT CLAY
Hydrophobicity can
be induced on sands,
silts and clays
Lin H, Lourenço SDN, Yao T, Zhou Z, Yeung AT, Hallett P, Patton G, Shih K, Hau BCH, Cheuk J, 2019, Imparting water repellency in completely decomposed granite with Tung oil, Journal of
Cleaner Production 10.1016/j.jclepro.2019.05.032
Ng SHY, Lourenço SDN, 2016. Conditions to induce water repellency in soils with dimethyldicholorosilane, Géotechnique 66(5), 441–444
Coatings
7
Using chemistry
Silanes
Graph Dr Yunesh Saulick
Critical concentration
Saulick Y, Lourenço SDN, Baudet, 2017. A semi-automated technique for repeatable and reproducible contact angle measurements in granular materials using the Sessile Drop Method, Soil
Science Society of America Journal 81 (2), 241-249
Coatings
8
Using chemistry
Silanes
uncoated particle surface coated particle surface
Coatings are thin
films (nm to µm)
Lourenço SDN, Saulick Y, Zheng S, Kang H, Liu D, Lin H, Ting Y, 2018, Soil wettability in ground engineering: fundamentals, methods and, applications, Acta Geotechnica 13, 1, 1-14
Coatings
9
Using physical characteristics
Particle size and shape & particle surface roughness
9
Particle size enhances
hydrophobicity
Saulick Y, Lourenco SDN, Baudet BA, Woche S, Bachmann J. 2018, Physical-properties controlling water repellency in synthesised granular solids, European Journal of Soil Science
10.1111/ejss.12555
Kang H, Lourenço SDN, Yan RWM. 2018. Lattice Boltzmann simulation of droplet dynamics on granular surfaces with variable wettability, Phys. Rev. E 98, 012902
Coatings
10
Properties
Triaxial
0
500
1000
1500
2000
2500
3000
0 5 10 15 20
q:
kP
a
: %
(a)
Natural sandCoated sand (0.05%)Coated sand (3%)
0
500
1000
1500
2000
2500
3000
0 500 1000 1500 2000
q:
kP
a
p': kPa
(b)
Natural sandCoated sand (0.05%)Coated sand (3%)
Undrained shear behaviour (p'=500 kPa, e = 0.651):
(a) stress-strain relation; (b) stress path
Coatings thickness
may influence
mechanical behaviour
Liu D, Sandeep CS, Senetakis K, Nardelli V, Lourenco SDN, 2019. Micromechanical behaviour of a polymer-coated sand, Powder Technology 10.1016/j.powtec.2019.02.030
Liu D, Lourenço SDN, Yang J, 2018. Critical state of polymer-coated sands, Géotechnique 10.1680/jgeot.18.P.015
Applications – slopes
11
Hydrophilic sand
0
0.1
0.2
0.3
0.4
0.5
0 5 10 15 20 25 30
vo
lum
etr
ic w
ate
r
co
nte
nt
Time (minutes)
vwc 1 vwc 2 vwc 3 vwc 4
10 min 20 min
4
2
3
1
With infiltration
Zheng S, Lourenço SDN, Cleall P, Chui TFM, Ng A, Millis S. 2017, Hydrologic behaviour of model slopes with synthetic water repellent soils, Journal of Hydrology 554C, 582-599
Lourenço SDN, Wang G-H, Kamai T 2015. Processes in model slopes made of mixtures of wettable and water repellent sand: implications for the initiation of debris flows in dry slopes,
Engineering Geology 196, 47-58
Applications – slopes
12
Hydrophobic sand
0
0.1
0.2
0.3
0.4
0.5
0 5 10 15 20 25 30
vo
lum
etr
ic w
ate
r
co
nte
nt
Time (minutes)
vwc 1 vwc 2 vwc 3 vwc 4
10 min 20 min
4
2
3
1
No infiltration
Zheng S, Lourenço SDN, Cleall P, Chui TFM, Ng A, Millis S. 2017, Hydrologic behaviour of model slopes with synthetic water repellent soils, Journal of Hydrology 554C, 582-599
Lourenço SDN, Wang G-H, Kamai T 2015. Processes in model slopes made of mixtures of wettable and water repellent sand: implications for the initiation of debris flows in dry slopes,
Engineering Geology 196, 47-58
Final thoughts
13
Inducing hydrophobicity in granular materials OK
Optimizing hydrophobicity in granular materials for
specific ground applications
Optimization…
Selected outputs1. Lin H, Lourenço SDN, Yao T, Zhou Z, Yeung AT, Hallett P, Patton G, Shih K, Hau BCH, Cheuk J, 2019, Imparting water
repellency in completely decomposed granite with Tung oil, Journal of Cleaner Production 10.1016/j.jclepro.2019.05.032
2. Liu D, Sandeep CS, Senetakis K, NardelliV, Lourenco SDN, 2019. Micromechanical behaviour of a polymer-coated sand,
Powder Technology 10.1016/j.powtec.2019.02.030
3. Liu D, Lourenço SDN, Yang J, 2018. Critical state of polymer-coated sands, Géotechnique 10.1680/jgeot.18.P.015
4. Kang H, Lourenço SDN, Yan RWM. 2018. Lattice Boltzmann simulation of droplet dynamics on granular surfaces with
variable wettability, Phys. Rev. E 98, 012902
5. SaulickY, Lourenco SDN, Baudet BA, Woche S, Bachmann J. 2018, Physical-properties controlling water repellency in
synthesised granular solids, European Journal of Soil Science 10.1111/ejss.12555
6. Zheng S, Lourenço SDN, Cleall P, Chui TFM, Ng A, Millis S. 2017, Hydrologic behaviour of model slopes with synthetic water
repellent soils, Journal of Hydrology 554C, 582-599
7. SaulickY, Lourenço SDN, Baudet, 2017. A semi-automated technique for repeatable and reproducible contact angle
measurements in granular materials using the Sessile Drop Method, Soil Science Society of America Journal 81 (2), 241-249
8. Ng SHY, Lourenço SDN, 2016. Conditions to induce water repellency in soils with dimethyldicholorosilane, Géotechnique
66(5), 441–444
9. Chan CSH, Lourenço SDN, 2016, Comparison of three silane compounds to impart water repellency in an industrial sand,
Géotechnique Letters 6, 4, 1–4
10. Lourenço SDN, Jones N, Morley C, Doerr SH, Bryant R, 2015, Hysteresis in the soil water retention of a sand-clay mixture
with contact angles lower than ninety-degrees, Vadose Zone Journal 14, 7
11. Lourenço SDN, Woche SK, Bachmann J, SaulickY 2015. Wettability of crushed air-dried minerals, Géotechnique Letters 5(3),
173–177
12. Lourenço SDN, Wang G-H, Kamai T 2015. Processes in model slopes made of mixtures of wettable and water repellent sand:
implications for the initiation of debris flows in dry slopes, Engineering Geology 196, 47-58
14
AcknowledgementsHong Kong
1. 2017-2020 GRF (HK Research Grants Council), Physically-enhanced water repellency in granular materials, PI Lourenço, Co-
I’s: Prof G McHale & Dr G Wells (Northumbria), Dr B Baudet (UCL)
2. 2016-2019 GRF (HK Research Grants Council), Durable synthetic water repellent soils for sustainable ground infrastructure,
PI Lourenço, Co-I’s: Dr Johnny Cheuk (AECOM HK), Prof Paul Hallett & Prof Graeme Paton (Aberdeen University), Dr
Albert Yeung (HKU)
3. 2015-2018 GRF (HK Research Grants Council), Hydrologic optimum of water repellent soils for slope protection, PI
Lourenço, Co-I’s: Dr. Peter Cleall (Cardiff University), Prof. Joerg Bachmann (Leibniz University Hannover)
United Kingdom
1. 2011-2013 EPSRC (Engineering and Physical Sciences Research Council UK) First Grant, The impact of water repellency on
soil mechanics EP/I008756/I, PI Lourenço, Project Partner Swansea University
2. 2012-2013 EPSRC OTG, Measurement of water menisci contact angles in bulk soil samples EP/K007904/I, PI Lourenço,
Project Partner Leibniz University Hannover
15
Thank you
16
Sérgio D.N. Lourenço
Department of Civil Engineering
The University of Hong Kong