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PROCEEDINGS OF THE 8TH EUROPEAN CONFERENCE ON NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, DELFT, THE NETHERLANDS, 18-20 JUNE 2014
Numerical Methods in Geotechnical Engineering
Editors
Michael A. Hicks Section of Geo-Engineering, Department of Geoscience and Engineering, Faculty of Civil Engineering and Geosciences, Delft University ofTechnology, Delft, The Netherlands
Ronald B.J. Brinkgreve Section ofGeo-Engineering, Department ofGeoscience and Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands
Alexander Rohe De/tares, Delft, The Nether/ands
VOLUMEI
0 ~!~,~~:~~. Boca Raton London New York Leiden
CRC Press is an imprint of the Taylor &: Francis Group, an lnforma business
A BALKEMA BOOK
Numerical Methods in Geotechnical Engineering - Hicks, Brinkgreve & Rohe (Eds) ©2014 Taylor & Francis Group, London, 978-1-138-00146-6
Table of contents
Preface Committees
Volume 1
Constitutive mode/ling
A better tool for general modeling of strain softening soils in slopes and excavations G. Aristorenas, C. Englert & J. Gomez
Modeling unloading/reloading in peat using a kinematic bubble model D. Boumezerane
lmplicit implementation ofthe Prevost model B. Cerfontaine & R. Charlier
A constitutive model of normally consolidated clay at small strains C. Chen & Z.M Zhou
Attributes of rotational hardening rules in clay plasticity Y.F. Da/alias & M. Taiebat
On the modelling of grain crushing in hypoplasticity H.K. Engin, H.P. Jostad & A. Rohe
The numerical implementation of elastic visco-plastic model for soft clays W.Q. Feng, Y.L. Li, J.H. Yin & Z. Y. Yin
A smart increment technique and its application to a bounding surface model J. Ghorbani, A. Noorzad & H. Shahnazari
Use of IWAN models for modelling anisotropic and cyclic behavior of clays G. Grimstad, J.A. R1mningen & H.A. Nest
Modelling peat with an anisotropic time-dependent model for clay E.J. den Haan
Stress measures for interparticle sliding and particle rolling R.R. de Jager & F. Molenkamp
Numerical treatment of singularities in critical state modelling of soil behaviour J.MP. Marado & J.M.M. C. Marques
Clay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy D. MaJin
Accuracy versus simplicity of anisotropic clay models A.G. Papadimitriou, G.I. Agapoulaki & Y.F. Da/alias
Anisotropie sand model and fabric evolution until the critical state A.G. Papadimitriou, Y.F. Da/alias & XS. Li
A response envelope based approach to hypoplastic constitutive models T Pucker
V
XVII XIX
3
9
15
21
27
33
39
45
49
55
61
67
73
79
85
91
A new fonnulation to model the degradation in structured soils 97 V. Robin, 0. Cllisinier, F Masrouri & A.A. Javadi
A new constitutive model for shotcrete 103 B. Schädlich & H.F Schweiger
Constitutive modeling for sand with emphasis on the evolution ofbounding and phase transfonnation lines 109 P. Tasiopoulou & N. Gerolymos
A preliminary study of rheological models for run-out distance modelling of sensitive clay debris 115 V. Thakur, D. Nigussie & S.A. Degago
Application ofthe intergranular strain overlay to elastoplastic models 121 A.B. Tsegaye & T. Benz
lncorporating TESRA behaviour in an advanced constitutive model 127 A.J. Tuxworth & S.D. Clarke
Introduction of a thermodynamically hyperelastic model for peat 133 L. Zhang&B.C. O'Kelly
Uniqueness of time-dependencies for Shanghai soft clay 139 Q.-Y. Zhu, Z.Y. Yin, Z.-X Wu & P.-Y. Hicher
Parameterdetermination infield and laboratory tests
Estimation of input parameters for CWFS model using RSM D.S. Cheon, Y.B. Jung, B.H. Choi, S.K. Cho & Y.H. Han
Significance of sample quality in settlement analysis of field cases S.A. Degago & G. Grimstad
A numerical classification of soils H. l~1k &A.F 9abalar
Determination method of input parameters for elasto-plastic FE analysis of peat ground H. Hayashi, S. Nishimoto & T. Yamanashi
Calibration ofthe mechanical parameters for the numerical simulations of dynamic centrifuge experiments G. Lanzano, F Santucci de Magistris & E. Bilotta
Numerical solution to predict visco-plastic model parameters of soft clay during excess pore water pressure dissipation T.M Le, B. Fatahi & H. Khabbaz
Micro-piles under dynamic horizontal excitation: Field tests and numerical modeling T. Meier
Influence of the calcite content of sands on the CPT-resistance T. Meier & J. Wehr
Numerical simulation of shear tests on rockjoints models with predefined roughness J.E. Menezes
Comparison of laboratory direct shear test results with the numerical analysis J.M Royo & S. Melentijevic
Effects ofusing different constitutive soil models for the cavity expansion problem E. $engün, MM. Berilgen & M.M. incecik
Effect ofprevious stress history and vegetation on the coefficient of earth pressure at-rest, KQ, in London clay A. Tsiampousi, l Vitsios, L. Zdravkovic & D.M. Potts
VI
147
153
159
163
169
175
181
187
193
199
205
209
Parameter identification for an advanced material model for intact rock D. Unteregger, G. Hofsteller, M. Ha/tmeier & A. Ostermann
A study on the compression curves of reconstituted clays with water contents Z. Zhuang, S. Horpibuisuk & M.D. Liu
Finite element related numerical methods
Stability verification against the basal heave failure mechanism at excavations in soft soils with FEM and classical methods G. Abea Nunez, Z. Borghei & E. Perau
Finite element modelling of geotechnical structures subjected to moving loads V. Gaiavi & R.B.J. Brinkgreve
The mixed-type approach to finite-element analysis of geometrically linear beams resting on linear and non-linear Winkler soil models V. Jagodnik, G. Jeienii: & Z. Arbanas
Survey of geotechnical numerical analysis use and training needs in industry A.S. Lees, F. Schmidt & B.M. Bacas
On the application of the material point method for offshore foundations L.J. Lim, A. Andreykiv & R.B.J. Brinkgreve
Use of generalized material point method (GIMP) to simulate shallow wedge penetration MA. Liano-Serna & M.M. Farias
Parallel processing of excavation in soils with randomly generated material properties L. Margetts, I.M. Smith, L.M. Lever & D. V. Griffiths
Modelling of pile installation using the material point method (MPM) N. T.V. Phuong, A.F. van Toi, A.S.K. Eikadi & A. Rohe
Modelling of a pile row in a 2D plane strain FE-analysis J.J.M. Siuis, F. Besse/ing & P.H.H. Stuurwoid
Extended zero-thickness interface element for accurate soil-pile interaction modelling H. Stutz, F. Wuttke & T. Benz
A comparison of the mesh dependence of the nonlocal and local strain softening methods in a biaxial compression analysis F.C. Summersgi/J, S. Kontoe & D.M. Potts
Numerical simulation of strain softening behavior at pile-soil interface S.A. Tan, J. Sun & K.S. Ng
Soil springs for a nuclear power plant building foundation E.O. Tastan, C. Cinkilic & A.K. Boscha
Simulation of liquefaction in layered loose and dense sand J.A.M. Teunissen & G.A.M. Kruse
lnvestigation of aspects of an implicit dynamic material point method implementation B. Wang, P.J. Vardon & M.A. Hicks
Modelling progressive failure with MPM A. Yerro, E. A/onso & N. Pinyol
Other numerical methods
Numerical simulation of snow avalanches: Modelling dilatative processes with cohesion in
215
221
229
235
241
247
253
259
265
271
277
283
289
295
301
307
313
319
rapid granular shear flows 327 P. Barteil, 0. Buser, Y. Bühler, L. Dreier & M. Christen
Application ofthe hybrid ACP/ANFIS method for the prediction of surface settlement induced by an earth pressure tunnel boring machine with consideration of the encountered geology 333 D. Bouayad & F. Emeriau/t
VII
Debris flow simulation considering distributed multiple source materials 339 H.X Chen & L.M. Zhang
Particle failure in DEM models of crushable soil response 345 M.O. Ciantia, M. Arroyo, A. Gens & F. Calvetti
Fluid effects in sand production simulations coupling DEM with CFD 351 N. Climent, M. Arroyo, A. Gens & C. O'Sullivan
A numerical investigation on debris avalanche propagation 357 S. Cuomo, L. Cascini, M. Pastor & G. C. Castorino
Representation of capillary forces in polydisperse granular assemblies in the pendular regime 363 A. Faramarzi, Q Harireche & A.M. Alani
A non-conventional BEM for seismic wave propagation in continuously inhomogeneous half-plane 367 1.-K. Fontara, F. Wuttke, T. Rangelov & P. Dineva
Macroelement modeling ofpiles in cohesive soil subjected to combined lateral and axial Ioading 373 N. Gerolymos, 0. Papakyrialwpoulos & R.B.J. Brinkgreve
A simplified calculation method for maximum lateral deformation of diaphragm walls induced by deep excavation in clays 379 XF. Jin & S. T. Liang
Ultimate limit state design ofretaining walls with numerical methods 385 G. Katsigiannis, P. Ferreira & R. Fuentes
Back calculation ofCPT tests in silt by the Press-Replace technique 391 P. Paniagua, S. Nordal & H.K. Engin
lncorporating scale effects in shallow footings in a hypoplastic macroelement model 397 D. Salciarini, B. Bienen & C. Tamagnini
DEM modeling and identification of representative element volume of soil skeleton 403 M.R. Salehi Sadaghiani, H. Jenisch, K. Faulstich, P. Winkler & K.J. Witt
Effect of friction on the force distribution in sheared granular materials 409 A. Singh, V. Magnanimo & S. Luding
Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems 415 C.C. Smith, M. Gilbert, S.J. Hawksbee & A. Babiker
Study on borehole stability in fractured rock mass in deep ground using distinct element method 421 A. Taheri, S. Akkari, R. Frimpong, J. Ji & S. Piotrowski
Contact law in granular assemblies: From statics to dynamics 427 L. Zhang, S. Lambert, F. Nicot & F. Bourrier
3D DEM simulation ofa centrifuge model pile test 433 Z. Zhang & Y.H. Wang
Probabilistic methods and neural networks
Effects of layered stochastic soil profile on the coherency functions of spatially variable seismic ground motions: Case study of the El-Asnam region (NW Algeria) K. AfifChaouch, B. Tiliouine & M. Hammoutene
Reliability analysis of slope stability evaluations using finite elements including a stochastic pore pressure M. G. BaNerjjord
Reliability-based design of cantilever retaining walls embedded in granular soils K.E. Daryani & H. Mohamad
Stochastic modelling of differential settlements ofheterogeneous unsaturated foundations T.M.H. Le & G.R. Eiksund
VIII
441
447
453
459
Comparative study of embankment reliability in three dimensions Y. Li & M.A. Hicks
Application of neural network to rock slope stabil ity assessments A.J. Li, S. Y. Khoo, Y. Wang & A. V. Lyamin
Application of artificial neural network in monitoring seepage flow through Dadin Kowa dam, Gombe State Nigeria E.B. Ojo & D.S. Matawa/
Advanced constitutive model calibration using genetic algorithms: Some aspects C. Pereiro, J.R. Maranha & A. Brito
Artificial intelligence for modeling load-settlement response of axially loaded bored piles M.A. Shahin
Stochastic inverse modeling applied to earth dams for detecting preferential seepage paths F. Ytizquez, G. Auvinet & P.A. J'ermeer
A slide prediction model for layered alluvial soils during wet mining operations N.B. Yenigu/, M. Alvarez Grima, M.J.C. van Eeten & C. de Keizer
Effects of spatial variability on unsaturated groundwater flow H. Zhu & L.M. Zhang
Ground improvement and reinforcement
467
473
479
485
491
497
503
509
Numerical simulation on the design optimization of compaction grouting 517 A. Anthoga/idis, U Ars/an & 0. Reu/
Numerical modeling of stone columns with installation effects 523 J. Castro, M. Karstunen & N. Sivasithamparam
Nurnerical investigation on the effectiveness of drainage elements used in soil nailing applications 529 M. Lamei
Soil improvement using micropiles 535 M. Mo/Jaa/i, M. A/ita/esh, M. Yazdani & M.B. Shafie
A new approach to the estimation of settlement and ultimate bearing capacity of stone columns supported shallow foundation 541 K.S. Ng, S.A. Tan & J. Sun
Finite element analyses ofpreloading cases in soft inhomogeneous soils 547 Y. Papadopou/os & K. Papadopou/ou
Nurnerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands 553 J. Peco & S. Lopez-Quero/
Slope stability of soft soils using pile foundations considering the creep effects 559 M. Rahmatian, A . Noorzad & A.R. Mahboubi Ardakani
Predicting the behavior of sand columns in soft clays using hypoplastic finite element modeling 565 A. Riman, S. Sadek & S. Najjar
Numerical modeling of controlled modulus column installation in soft soils using a linear elastic perfectly plastic soil model 571 A.J. Rivero, C.G. O/gun, T.L. Brandon & F. Masse
Dams, embankments and slopes
Numerical methods for simulation of downward progressive landslides F. Bonadies, S. Norda/, A.S. Gy/land, G. Grimstad, H.P. Jostad, S. Cuomo & L. Cascini
Numerical analysis of the construction of Odelouca dam using a subloading surface soil model A. Brito, J.R. Maronha, L. Caldeira & C. Pereiro
IX
579
585
Effects offoundation flexibility and water compressibility on dam responses P. Chatterjee & G.-J. Schreppers
Back-analys.is of an embankment constructed in soft soil using the Cysoil model C. Detournay, A. Lucarelli & Varun
Self-protection of a quasi-homogeneous embankment dam revealed by advanced analyses and monitoring R Federico, R. Jappe/li, A. Montanaro & M Scienza
Anisotropie total and effective stress stability analysis ofthe Pemiö failure test M D 'lgnazio, J. Mansikkamäki & T. Länsivaara
Deformation mechanism and dynamic response of Huangtupo Iandslides in Three Gorges Reservoir in case of frequent microseisms J. Jiang, J. Pan, W. Zhang, W. Xiang & J. Rohn
Finite element evaluation of the stress field in a slope stability analysis M Tabbara & A. EI Howayek
3D finite element analysis of a RCC dam R Tschuchnigg, H.R Schweiger & S. Pausz
Study on rheological characteristic of 300 m high rockfill dam with core wall H. Xu, Z.-L. Cheng, B. Huang, J.-J. Pan & W. Zhang
Shallow and deep foundations
Modeling and safety assessment of a piled raft comprising defective piles T.T. Abde/-Fattah, A.A. Hemada & MT. Abde/-Fattah
Predicting the settlement of shallow foundations on sand using a shear hardening Mohr-Coulomb constitutive model J.P. Doherty & D. Muir Wood
Validation of3D finite element solution for laterally loaded passive piles A. Ekici & N Huvaj
The effect of surcharge load on the lateral resistance of a row of piles in clay K. Georgiadis
Numerical simulation of pile installation processes in dry and saturated granular soils J. Grabe, T. Pucker & T. Hamann
Numerical study on settlement ofpiled foundations on homogenous rock H. T. Eid & A.A. Shehada
Predicting the settlement of footings on sand using a bounding surface plasticity model T. Hughes, D.M G. Taborda, L. Zdravkovic & D.M Potts
Limit lateral resistance of vertical piles in plane strain D. Loukidis & V. Vavourakis
Behaviour ofpiled rafts with piles of different lengths and distributions under vertical loading MH. Mansour, A. Y. Akl & H.K. Moustafa
Finite element-based parametric analysis ofmat foundations S. W. Tabsh & MM. El-Emam
Undrained bearing capacity of circular footings on Tresca soil using adaptive finite element analysis L. Tapper, C.M Martin & B. W. Byrne
Finite element analysis of soil-structure interaction in disconnected piled raft foundations R Tradigo, R Pisano, C. di Prisco, A. Mussi & R. Persio
Author index
X
591
597
603
609
615
621
627
633
639
645
651
657
663
669
675
681
687
693
699
705
711
Volume II
Excavations and retaining walls
Deep cylindrical excavations in soft soils retained by reinforced concrete diaphragm walls: Analysis considering the consolidation effect 71 7 J.L. Borges & A.N. Alves
Coupled analysis of a strutted excavation in soft soil: Study of the effect of constructing a jet-grout base slab 723 J.L. Borges &A.S. Monteiro
Evaluating the intluence of deep excavations on neighboring buildings by numerical analysis 729 C. Capraru & D. Adam
Numerical analysis of deep excavations and prediction of their intluence on neighboring buildings 735 C. Capraru, D. Adam, J. Hoffmann & M. Pelz/
FE analyses ofhorizontal deformations due to excavation processes in Gothenburg clay 741 S. Dawd, R. Trygg & M. Karstunen
The intluence of operational stiffness of structural components on the performance of deep excavations 747 Y.P. Dong, H.J. Burd & G.T. Houlsby
Back analysis of pile-soil interaction during diaphragm wall installation 753 l.S. Haryono & M. K01ff
30 numerical analysis and performance of deep excavations in Kenny Hili formation 759 K.H. Law, H. Roslan & /. Zubaidah
A study in an attempt to use embedded pile structure elements to simulate soil nail structures in PLAXIS 20 2012 and 30 2012 765 s.c. Lo
Numerical simulation ofa deep excavation in London Clay 771 P.G. Measham, D.M.G. Taborda, L. Zdravkovii: & D.M. Potts
Analysis of displacement pattems during an excavation using different constitutive models 777 K. Nitzsche & /. Herle
A study of failure mechanism for deep excavations in soft clay using the finite element method 783 C. Y. Ou & T.N. Do
The case ofCityringen Metro Line in Copenhagen: Oamage risk assessment for buildings adjacent to deep excavation 789 M. Da Pare, A. Damiani & S. Notarianni
Ground movement induced by a deep excavation in the historic center of Brescia 795 A. Sanzeni & F. Colleselli
Assessing the effects of constructing the Colosseo/Fori lmperiali station on the Basilica di Massenzio in Rome, Italy 801 F.C. &hroeder, A.S. Merritt, C.O. Menkiti, M. Caianiello, D.M. Potts & R. Sorge
Lateral pressures on soil nail walls supporting high plasticity clays 807 N. Yelti, A. Elmore, M. Diaz, A. T. Papagiannakis & S. Bin-Shafique
Tunnels
30 PLAXIS modeling oftunneling-induced ground arching L.T. Chen
Numerical modeling oftunneling effects on adjacent structures A.M. Elleboudy, W.A . Dawood & N.M. Sa/eh
Numerical prediction oftunnelling-induced settlements in coarse-grained soils V. Fargnoli, D. Boldini & A. Amorosi
XI
815
821
827
Nwnerical modeling ofan instrumented shallow gallery excavated in Toulouse's molasses by a conventional method MN Houhou & F. Emeriau/t
2D and 3D numerical analysis for the design ofa TBM dismantling cavern tobe excavated under sensitive buildings for Paris metro line extension J.P. Janin, A. Martin & 0. Gastebled
Finite-element modeling ofthe behavior ofunderground caverns excavated in rock satt K. Khaledi, T. Schanz & M Datcheva
Comparisons of different modelling of an excavation realized in fractured and weaLhered rocks T. Le Cor, V. Merrien-Soukatcho.lf, D. Rangeard, C. Rescourio & J. Simon
Three dimensional FE analyses ofNATM tunnels in weak rock K. Papadopoulou
Pile foundation and tunnel interaction in mechanized shield tunneling M. Sepehnnanesh, V. Nasri, N. Allahverdi & M. Partovi
Longitudinal cracks in pressure tunnels: Numerical modelling and structural behaviour of passive pre-stressed concrete linings T.D. Y.F. Simanjuntak, M Marence, A.E. Mynett & A.J. Schleiss
Three-dimensional face stability and deformation analysis oftunneling with TBMs A. Sobhanmanesh, R.B. Nazir & N. Gofar
Tunnelling in the vicinity ofhighly sensitive structures V. Szanto, D. Borbely, T. Megyeri & B. Beno
The influence of the soil constitutive model on the numerical assessment of mechanized tunneling K.N. Vaki/i, A.A. Lavasan, T. Schanz & M. Datcheva
Infrastructure
Modelling long-term response of coastal structures for the safeguard of the Venetian Lagoon MF. Garr::ia Martinez & L. Tonni
Comparison between field measurements and numerical analysis for road embankment settlements G. Grget, K. Ravnjak & V. Szavits-Nossan
. Probabilistic evaluation of dynamic response of caisson quay walls in soil improved by fiber: A nwnerical study Y. Jafarian, M. Miraei, A. Lashgari & P. Shakeri
Tue combined analytical and numerical calculations to evaluate fatigue failure forthin and lightweight pavements L. Korkiala-Tanttu & J. Pihlajamäki
Nwnerical studies of upgrading sheet pile quay walls using submerged grouted anchors: A parametric study A. Mollahasani, A. Benedetti, A. Lamberti, L. Sciacca & C. Melegari
Nwnerical modeling of a pile-supported T-wall structure for hurricane protection A.B. Reeb, G.M Filz & J. C. Volk
Three-dimensional nonlinear continuum seismic soil-structure interaction analysis of skewed bridge abutments A. Shamsabadi & K.M. Rollins
Dynamic behaviour of plate element simulating asphalt revetment of sea dike during wave attack S. Tan, M.A. Hicks & P.A. Vermeer
Finite element analysis to predict movements of a bridge pier due to adjacent excavation S. Wu & S. Mitehe//
XII
833
839
845
851
857
863
871
877
883
889
897
903
909
915
921
927
933
939
945
Groundwater jlow, thermal and coupled analysis
Nwnerical analysis of thermo-mechanical behavior of energy pile foundations 953 S. Bayandor,A. Noorzad, A.R. MahboubiArdakani & M. DelfanAzari
On Therrno-Hydro-Mechanically (THM) coupled finite element modeling of ground freezing and thawing 959 Y. W. Bekele & H. Kyokawa
Ground thermal modelling and analysis of energy pile foundations 965 C.P. Cervera, G. Sinnathamby, H. Gustavsson & L. Korkia/a-Tanttu
Evolution of clay fabric and water retention properties along hydromechanical stress paths 971 A.C. Dieudonne, R. Charlier. S. Levasseur, G. Della Vecchia & C. Jommi
Numerical simulation of Jaboratory freezing tests of frost-susceptible soils 977 A.A. Korshunov, S. Churkin & A. Nevzorov
A simplified model to simulate ionic transport by electrokinetics in soil 983 J.T. Lima, M.C. Barbosa & FC.B. Mascarenhas
Coupled two-component flow in deforrnable fractured porous media with application to modelling geological carbon storage 989 D.L. Lincoln, H. Askes, C.C. Smith, J.C. Cripps & T. Bennett
Modelling groundwater flow in Tikkurila area, Vantaa 995 E. Lottanen, L. Korkiala-Tanttu & /. Malaie
Parameter identification for a therrno-hydro-mechanical model of the buffer material: Stochastic based back analysis 1001 L. Nguyen-Tuan, T. Schanz, M. Datcheva & E. Stoimenova
Pore network modeling of unsaturated soils: Fundamentals, recent advancements and future perspectives 1007 E. Nilwoee, G. Habibagahi, H. Khaksar, S.M. Hassanizadeh & A. Raoof
Strain-dependent soil-water characteristic curve parameters 1013 A. Y. Pasha, N. Kha/i/i & A. Khoshgha/b
Verifications against geo-hydraulic failure with FEM 1019 E. Perau &A. Slotta
Stability ofunsaturated soil slope subject to rain infiltration using coupled and uncoupled finite element approaches 1025 R.J.Q. Quispe & C. Romane/
Double porosity behaviour and application in geotechnical problems 1031 S. Salimzadeh & N. Khalili
Consolidation analyses considering gas entrapment below the phreatic surface 1037 0. Stelzer. H. Montenegro & B. Odenwald
Numerical analysis ofheat transfer in therrno-active diaphragm walls 1043 D. Sterpi, A. Ange/otti, D. Corti & M. Ramus
Modeling the soil-pile interaction of geothermal piles 1049 M.E. Suryatriyastuti, H. Mroueh & S. Burlon
lnfluence ofhydraulic hysteresis on spherical cavity expansion results 1055 H. Yang & A.R. Russe//
Nwnerical modelling of electro-osmosis consolidation of unsaturated clay at large strain 1061 J. Yuan & M.A. Hicks
A t.benno-elasto-plastic model for normally consolidated and overconsolidated soils 1067 A.N. Zhou & Y.P. Yao
Cellular automata for modeling transport phenomena in porous media 1073 E.H. Zubeldia, L.C.S.M. Ozelim &A.L.B. Cavalcante
XIII
Dynamic app/ications
Experimental and nurnerical modeling of machine foundations on a saturated soil S.F.A. Al-Wake/, M. Y. Fattah, H.H. Karim & A.H. C. Chan
Influence of dynamic soil-structure interaction on bui1ding response to ground vibration L. V. Andersen
Effect of material properties on seismic response of non-yie1ding retaining walls A.M. Bigdeli & M.M. El-Emam
Seismic foundation design for Girard Road undercrossing, Presidio Parkway Project, San Francisco, Califomia W.-Y. Chen, A. Bro, A. Fernandez & A. Herlache
On the finite element formulation of dynamic two-phase problems A. Cividini
The importance of including dynamic soil-structure interaction into wind turbine simulation codes M. Damgaard, L. V. Andersen & L.B. Jbsen
Dynamic analysis ofpi1es subjected to axial and lateral loading with emphasis on soil and interface nonlinearities N. Gerolymos, K. Kassas, E. Bouzoni & R.B.J. Brinkgreve
Analytical and nurnerical investigations on the vertical seismic site response B. Han, L. Zdravkovic & S. Kontoe
Numerica1 modeling ofnatural gas buried pipelines under seismic shaking G. Lanzano, F. Santucci de Magistris, G. Fabbrocino & E. Salzano
Nurnerical seismic response analysis of Keddara dam under differential motions S. Louadj, R. Bahar, E. Vincens & N. Laouami
Numerical simulation of liquefaction-induced deformation of embankments on non-homogeneous foundation M. Maharjan & A. Takahashi
A nurnerical simulation on the dynamic response of MSE wall with LWA backfill H. Munjy, F.M. Tehrani, M. Xiao & M. Zoghi
Phenomenological simulation ofthe seismic response ofground stabilized with colloidal silica A.G. Papadimitriou, G.I. Agapoulaki & K.I. Andrianopoulos
Seismic amplification factors for mountain slopes D. Park, J.-K. Ahn & J.-H. Lee
Soi1-structure interaction: The case study of a masonry tower M.R. Pecce, S. Sica, F. Ceroni & B. Principe
Model quality investigations of induced moving loads of high-speed trains M. Shahraki, M.R. Salehi Sadaghiani, K.J. Witt & T. Meier
Nurnerical methods for innovative seismic design and analysis oftunnel structures located in highly active seismic zones A. Shamsabadi, T. Marcher, M. Kapuskar & E. Saurer
Validation of seismic soil-foundation-structure interaction analysis procedures for instrumented bridges A. Shamsabadi & M. Partovi
Effective stress analysis to assess the performance of ground improvement under seismic loading S. Terzaghi &A. O'Sullivan
Dynamic analyses of propped retaining structures G. Tropeano & F.M. Soccodato
XN
1081
1087
1093
1099
1105
1111
1117
1123
1129
1135
1141
1147
1153
1159
1163
1169
1175
1181
1189
1193
lnfluence of a wave barrier (EPS) on the dynamic behavior of the surrounding soil L. Xu & L. Kellezi
3D numerical modeling of underground explosion in saturated sand F. Ye, C.H. Yeo, S.H. Goh, S. Anand & T.B. Soh
Seismic soil-caisson foundation-structure interaction: Characterizing the response in perfonnance-based design terms A. 7Afeiralws & N. Gerolymos
Ojfshore applications and cyclic loading models
ll99
1205
1211
A numerical model for the simulation of pile capacity degradation under cyclic axial loading 1219 K. Abdel-Rahman, M. Achmus & Y.-S. Kuo
Prediction of accumulated deformations of cyclic laterally loaded piles in sand 1225 M. Achmus & J. Albiker
Anatomy of cyclic constitutive models for soils 1231 F. Cai & G.R. Eilr.sund
Ultimate pullout resistance ofplate anchors buried in sandy seabed 1237 F. Cafiizal, J. Caiiizal, J. Castro, A. da Costa & C. Sagaseta
Axisymmetric transient modelling of a suction caisson in dense sand 1243 B. Cerfontaine, S. Levasseur, F. Collin & R. Charlier
Modelling ofuplift and lateral resistance of offshore pipelines in rock berms 1249 G.R. Eilr.sund
A 3D coupled Eulerian-Lagrangian analysis ofthe dynamic interaction ofjack-up legs with the seabed 1255 A.S.K. Elkadi, H. van lottum & H.J. Luger
Simulation of cyclic soil behavior using PM4Sand, a kinematic hardening plasticity model 1261 S. Kamalzare & C.G. Olgun
Diameter effect on the lateral response of monopiles in sand supporting offshore wind turbines 1267 R. T. Klinkvort & A.M Page
Numerical buckling analysis of shape enhanced bucket foundations 1273 S. Madsen, L. V. Andersen & L.B. lbsen
Modelling suction caisson installation in sand using FLAC3D 1279 M. Mehravar, 0. Harireche &A.M. Alani
OffShore mudmats: Sensitivity of deflections to selected soil model 1283 Z.H. Ozkul
Extension ofthe UBC sand model to 3-D formulation for implicit time-integration 1289 T. Rahman & G.-J. Schreppers
A bounding surface extension ofSANICLAY plasticity model for nonlinear site response analysis 1295 M. Taiebat & G. Seidalinov
Simulation ofpore pressure accumulation under cyclic loading using finite volume method 1301 T. Tang & 0. Hededal
3D numerical analyses oftripod skirted foundations for offshore structures 1307 D. Terzis, T. Stergiou & K. Georgiadis
Adaptable non-coaxial cyclic stress-dilatancy relation 1313 A.B. Tsegaye, S. Nordal & T. Benz
A soil model considering principal stress rotations 1319 Y. Yang, Z. Wang & H.-S. Yu
Author index 1325
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