Numerical Methods in Geotechnical Engineering

Preface
Committees

Volume I

Constitutive modelling

A better tool for general modeling of strain softening soils in slopes and excavations
G. Aristorenas, C. Englert & J. Gómez

Modeling unloading/reloading in peat using a kinematic bubble model
D. Boumezerane

Implicit implementation of the 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. Dafalias & 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. Rønningen & H.A. Nøst

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.M.P. Marado & J.M.M.C. Marques

Clay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy
D. Mašín

Accuracy versus simplicity of anisotropic clay models
A.G. Papadimitriou, G.I. Agapoulaki & Y.F. Dafalias

Anisotropic sand model and fabric evolution until the critical state
A.G. Papadimitriou, Y.F. Dafalias & X.S. Li

A response envelope based approach to hypoplastic constitutive models
T. Pucker

A new formulation to model the degradation in structured soils
V. Robin, O. Cuisinier, F. Masrouri & A.A. Javadi

A new constitutive model for shotcrete
B. Schädlich & H.F. Schweiger

Constitutive modeling for sand with emphasis on the evolution of bounding and phase transformation lines
P. Tasiopoulou & N. Gerolymos

A preliminary study of rheological models for run-out distance modelling of sensitive clay debris
V. Thakur, D. Nigussie & S.A. Degago

Application of the intergranular strain overlay to elastoplastic models
A.B. Tsegaye &T. Benz

Incorporating TESRA behaviour in an advanced constitutive model
A.J. Tuxworth & S.D. Clarke

Introduction of a thermodynamically hyperelastic model for peat
L. Zhang & B.C. O’Kelly

Uniqueness of time-dependencies for Shanghai soft clay
Q.-Y. Zhu, Z.Y. Yin, Z.-X.Wu & P.-Y. Hicher

Parameter determination in field 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. Isık & A.F. Çabalar

Determination method of input parameters for elasto-plastic FE analysis of peat ground
H. Hayashi, S. Nishimoto & T. Yamanashi

Calibration of the 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 rock joints models with predefined roughness
J.E. Menezes

Comparison of laboratory direct shear test results with the numerical analysis
J.M. Royo & S. Melentijevic

Effects of using different constitutive soil models for the cavity expansion problem
E. Sengün, M.M. Berilgen & M.M. Incecik

Effect of previous stress history and vegetation on the coefficient of earth pressure at-rest, K0, in London clay
A. Tsiampousi, I. Vitsios, L. Zdravkovic & D.M. Potts

Parameter identification for an advanced material model for intact rock
D. Unteregger, G. Hofstetter, M. Haltmeier & A. Ostermann

A study on the compression curves of reconstituted clays with water contents
Z. Zhuang, S. Horpibulsuk & 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 Núñez, Z. Borghei & E. Perau

Finite element modelling of geotechnical structures subjected to moving loads
V. Galavi & R.B.J. Brinkgreve

The mixed-type approach to finite-element analysis of geometrically linear beams resting on linear and non-linearWinkler soil models
V. Jagodnik, G. Jelenic & Ž. 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
M.A. Llano-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 Tol, A.S.K. Elkadi & A. Rohe

Modelling of a pile row in a 2D plane strain FE-analysis
J.J.M. Sluis, F. Besseling & P.H.H. Stuurwold

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. Summersgill, 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

Investigation 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. Alonso & N. Pinyol

Other numerical methods

Numerical simulation of snow avalanches: Modelling dilatative processes with cohesion in rapid granular shear flows
P. Bartelt, O. Buser, Y. Bühler, L. Dreier & M. Christen

Application of the hybrid ACP/ANFIS method for the prediction of surface settlement induced by an earth pressure tunnel boring machine with consideration of the encountered geology
D. Bouayad & F. Emeriault

Debris flow simulation considering distributed multiple source materials
H.X. Chen & L.M. Zhang

Particle failure in DEM models of crushable soil response
M.O. Ciantia, M. Arroyo, A. Gens & F. Calvetti

Fluid effects in sand production simulations coupling DEM with CFD
N. Climent, M. Arroyo, A. Gens & C. O’Sullivan

A numerical investigation on debris avalanche propagation
S. Cuomo, L. Cascini, M. Pastor & G.C. Castorino

Representation of capillary forces in polydisperse granular assemblies in the pendular regime
A. Faramarzi, O. Harireche & A.M. Alani

A non-conventional BEM for seismic wave propagation in continuously inhomogeneous half-plane
I.-K. Fontara, F.Wuttke, T. Rangelov & P. Dineva

Macroelement modeling of piles in cohesive soil subjected to combined lateral and axial loading
N. Gerolymos, O. Papakyriakopoulos & R.B.J. Brinkgreve

A simplified calculation method for maximum lateral deformation of diaphragm walls induced by deep excavation in clays
X.F. Jin & S.T. Liang

Ultimate limit state design of retaining walls with numerical methods
G. Katsigiannis, P. Ferreira & R. Fuentes

Back calculation of CPT tests in silt by the Press-Replace technique
P. Paniagua, S. Nordal & H.K. Engin

Incorporating scale effects in shallow footings in a hypoplastic macroelement model
D. Salciarini, B. Bienen & C. Tamagnini

DEM modeling and identification of representative element volume of soil skeleton
M.R. Salehi Sadaghiani, H. Jentsch, K. Faulstich, P.Winkler & K.J.Witt

Effect of friction on the force distribution in sheared granular materials
A. Singh, V. Magnanimo & S. Luding

Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems
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
A. Taheri, S. Akkari, R. Frimpong, J. Ji & S. Piotrowski

Contact law in granular assemblies: From statics to dynamics
L. Zhang, S. Lambert, F. Nicot & F. Bourrier

3D DEM simulation of a centrifuge model pile test
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. Bæverfjord

Reliability-based design of cantilever retaining walls embedded in granular soils
K.E. Daryani & H. Mohamad

Stochastic modelling of differential settlements of heterogeneous unsaturated foundations
T.M.H. Le & G.R. Eiksund

Comparative study of embankment reliability in three dimensions
Y. Li & M.A. Hicks

Application of neural network to rock slope stability 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. Matawal

Advanced constitutive model calibration using genetic algorithms: Some aspects
C. Pereira, 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. Vázquez, G. Auvinet & P.A. Vermeer

A slide prediction model for layered alluvial soils during wet mining operations
N.B. Yenigul, 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

Numerical simulation on the design optimization of compaction grouting
A. Anthogalidis, U. Arslan & O. Reul

Numerical modeling of stone columns with installation effects
J. Castro, M. Karstunen & N. Sivasithamparam

Numerical investigation on the effectiveness of drainage elements used in soil nailing applications
M. Lamei

Soil improvement using micropiles
M. Mollaali, M. Alitalesh, M. Yazdani & M.B. Shafie

A new approach to the estimation of settlement and ultimate bearing capacity of stone columns supported shallow foundation
K.S. Ng, S.A. Tan & J. Sun

Finite element analyses of preloading cases in soft inhomogeneous soils
V. Papadopoulos & K. Papadopoulou

Numerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands
J. Peco & S. López-Querol

Slope stability of soft soils using pile foundations considering the creep effects
M. Rahmatian, A. Noorzad &A.R. Mahboubi Ardakani

Predicting the behavior of sand columns in soft clays using hypoplastic finite element modeling
A. Riman, S. Sadek & S. Najjar

Numerical modeling of controlled modulus column installation in soft soils using a linear elastic perfectly plastic soil model
A.J. Rivera, C.G. Olgun, T.L. Brandon & F. Masse

Dams, embankments and slopes

Numerical methods for simulation of downward progressive landslides
F. Bonadies, S. Nordal, A.S. Gylland, 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. Maranha, L. Caldeira & C. Pereira

Effects of foundation flexibility and water compressibility on dam responses
P. Chatterjee & G.-J. Schreppers

Back-analysis 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
F. Federico, R. Jappelli, A. Montanaro & M. Scienza

Anisotropic total and effective stress stability analysis of the Perniö failure test
M. D’Ignazio, J. Mansikkamäki & T. Länsivaara

Deformation mechanism and dynamic response of Huangtupo landslides 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. El Howayek

3D finite element analysis of a RCC dam
F. Tschuchnigg, H.F. Schweiger & S. Pausz

Study on rheological characteristic of 300m 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. Abdel-Fattah, A.A. Hemada & M.T. Abdel-Fattah

Predicting the settlement of shallow foundations on sand using a shear hardening Mohr-Coulomb constitutive model
J.P. Doherty & D. MuirWood

Validation of 3D 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 of piled 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 of piled rafts with piles of different lengths and distributions under vertical loading
M.H. Mansour, A.Y. Akl & H.K. Moustafa

Finite element-based parametric analysis of mat foundations
S.W. Tabsh & M.M. 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
F. Tradigo, F. Pisanò, C. di Prisco, A. Mussi & R. Persio

Author index

 

Volume II

Excavations and retaining walls

Deep cylindrical excavations in soft soils retained by reinforced concrete diaphragm walls: Analysis considering the consolidation effect
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
J.L. Borges & A.S. Monteiro

Evaluating the influence of deep excavations on neighboring buildings by numerical analysis
C. Capraru & D. Adam

Numerical analysis of deep excavations and prediction of their influence on neighboring buildings
C. Capraru, D. Adam, J. Hoffmann & M. Pelzl

FE analyses of horizontal deformations due to excavation processes in Gothenburg clay
S. Dawd, R. Trygg & M. Karstunen

The influence of operational stiffness of structural components on the performance of deep excavations
Y.P. Dong, H.J. Burd & G.T. Houlsby

Back analysis of pile–soil interaction during diaphragm wall installation
I.S. Haryono & M. Korff

3D numerical analysis and performance of deep excavations in Kenny Hill formation
K.H. Law, H. Roslan & I. Zubaidah

A study in an attempt to use embedded pile structure elements to simulate soil nail structures in PLAXIS 2D 2012 and 3D 2012
S.C. Lo

Numerical simulation of a deep excavation in London Clay
P.G. Measham, D.M.G. Taborda, L. Zdravkovic & D.M. Potts

Analysis of displacement patterns during an excavation using different constitutive models
K. Nitzsche & I. Herle

A study of failure mechanism for deep excavations in soft clay using the finite element method
C.Y. Ou & T.N. Do

The case of Cityringen Metro Line in Copenhagen: Damage risk assessment for buildings adjacent to deep excavation
M. Da Parè, A. Damiani & S. Notarianni

Ground movement induced by a deep excavation in the historic center of Brescia
A. Sanzeni & F. Colleselli

Assessing the effects of constructing the Colosseo/Fori Imperiali station on the Basilica di Massenzio in Rome, Italy
F.C. Schroeder, A.S. Merritt, C.O. Menkiti, M. Caianiello, D.M. Potts & R. Sorge

Lateral pressures on soil nail walls supporting high plasticity clays
N. Yelti, A. Elmore, M. Diaz, A.T. Papagiannakis & S. Bin-Shafique

Tunnels

3D PLAXIS modeling of tunneling-induced ground arching
L.T. Chen

Numerical modeling of tunneling effects on adjacent structures
A.M. Elleboudy,W.A. Dawood & N.M. Saleh

Numerical prediction of tunnelling-induced settlements in coarse-grained soils
V. Fargnoli, D. Boldini & A. Amorosi

Numerical modeling of an instrumented shallow gallery excavated in Toulouse’s molasses by a conventional method
M.N. Houhou & F. Emeriault

2D and 3D numerical analysis for the design of a TBM dismantling cavern to be excavated under sensitive buildings for Paris metro line extension
J.P. Janin, A. Martin & O. Gastebled

Finite-element modeling of the behavior of underground caverns excavated in rock salt
K. Khaledi, T. Schanz & M. Datcheva

Comparisons of different modelling of an excavation realized in fractured and weathered rocks
T. Le Cor, V. Merrien-Soukatchoff, D. Rangeard, C. Rescourio & J. Simon

Three dimensional FE analyses of NATM tunnels in weak rock
K. Papadopoulou

Pile foundation and tunnel interaction in mechanized shield tunneling
M. Sepehrmanesh, 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 of tunneling with TBMs
A. Sobhanmanesh, R.B. Nazir & N. Gofar

Tunnelling in the vicinity of highly sensitive structures
V. Szántó, D. Borbély, T. Megyeri & B. Beno

The influence of the soil constitutive model on the numerical assessment of mechanized tunneling
K.N. Vakili, A.A. Lavasan, T. Schanz & M. Datcheva

Infrastructure

Modelling long-term response of coastal structures for the safeguard of the Venetian Lagoon
M.F. García Martínez & 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 numerical study
Y. Jafarian, M. Miraei, A. Lashgari & P. Shakeri

The combined analytical and numerical calculations to evaluate fatigue failure for thin and lightweight pavements
L. Korkiala-Tanttu & J. Pihlajamäki

Numerical studies of upgrading sheet pile quay walls using submerged grouted anchors: A parametric study
A. Mollahasani, A. Benedetti, A. Lamberti, L. Sciacca & C. Melegari

Numerical 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. Mitchell

Groundwater flow, thermal and coupled analysis

Numerical analysis of thermo-mechanical behavior of energy pile foundations
S. Bayandor, A. Noorzad, A.R. Mahboubi Ardakani & M. Delfan Azari

On Thermo-Hydro-Mechanically (THM) coupled finite element modeling of ground freezing and thawing
Y.W. Bekele & H. Kyokawa

Ground thermal modelling and analysis of energy pile foundations
C.P. Cervera, G. Sinnathamby, H. Gustavsson & L. Korkiala-Tanttu

Evolution of clay fabric and water retention properties along hydromechanical stress paths
A.C. Dieudonne, R. Charlier, S. Levasseur, G. Della Vecchia & C. Jommi

Numerical simulation of laboratory freezing tests of frost-susceptible soils
A.A. Korshunov, S. Churkin & A. Nevzorov

A simplified model to simulate ionic transport by electrokinetics in soil
J.T. Lima, M.C. Barbosa & F.C.B. Mascarenhas

Coupled two-component flow in deformable fractured porous media with application to modelling geological carbon storage
D.L. Lincoln, H. Askes, C.C. Smith, J.C. Cripps & T. Bennett

Modelling groundwater flow in Tikkurila area, Vantaa
E. Lottanen, L. Korkiala-Tanttu & I. Mataic

Parameter identification for a thermo-hydro-mechanical model of the buffer material: Stochastic based back analysis
L. Nguyen-Tuan, T. Schanz, M. Datcheva & E. Stoimenova

Pore network modeling of unsaturated soils: Fundamentals, recent advancements and future perspectives
E. Nikooee, G. Habibagahi, H. Khaksar, S.M. Hassanizadeh &A. Raoof

Strain-dependent soil-water characteristic curve parameters
A.Y. Pasha, N. Khalili & A. Khoshghalb

Verifications against geo-hydraulic failure with FEM
E. Perau & A. Slotta

Stability of unsaturated soil slope subject to rain infiltration using coupled and uncoupled finite element approaches
R.J.Q. Quispe & C. Romanel

Double porosity behaviour and application in geotechnical problems
S. Salimzadeh & N. Khalili

Consolidation analyses considering gas entrapment below the phreatic surface
O. Stelzer, H. Montenegro & B. Odenwald

Numerical analysis of heat transfer in thermo-active diaphragm walls
D. Sterpi, A. Angelotti, D. Corti & M. Ramus

Modeling the soil-pile interaction of geothermal piles
M.E. Suryatriyastuti, H. Mroueh & S. Burlon

Influence of hydraulic hysteresis on spherical cavity expansion results
H. Yang & A.R. Russell

Numerical modelling of electro-osmosis consolidation of unsaturated clay at large strain
J. Yuan & M.A. Hicks

A thermo-elasto-plastic model for normally consolidated and overconsolidated soils
A.N. Zhou & Y.P. Yao

Cellular automata for modeling transport phenomena in porous media
E.H. Zubeldia, L.C.S.M. Ozelim & A.L.B. Cavalcante

Dynamic applications

Experimental and numerical modeling of machine foundations on a saturated soil
S.F.A. Al-Wakel, M.Y. Fattah, H.H. Karim & A.H.C. Chan

Influence of dynamic soil-structure interaction on building response to ground vibration
L.V. Andersen

Effect of material properties on seismic response of non-yielding retaining walls
A.M. Bigdeli & M.M. El-Emam

Seismic foundation design for Girard Road undercrossing, Presidio Parkway Project, San Francisco, California
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. Ibsen

Dynamic analysis of piles 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 numerical investigations on the vertical seismic site response
B. Han, L. Zdravkovic & S. Kontoe

Numerical modeling of natural gas buried pipelines under seismic shaking
G. Lanzano, F. Santucci de Magistris, G. Fabbrocino & E. Salzano

Numerical 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 numerical simulation on the dynamic response of MSE wall with LWA backfill
H. Munjy, F.M. Tehrani, M. Xiao & M. Zoghi

Phenomenological simulation of the seismic response of ground 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

Soil-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

Numerical methods for innovative seismic design and analysis of tunnel 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

Influence 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 performance-based design terms
A. Zafeirakos & N. Gerolymos

Offshore applications and cyclic loading models

A numerical model for the simulation of pile capacity degradation under cyclic axial loading
K. Abdel-Rahman, M. Achmus & Y.-S. Kuo

Prediction of accumulated deformations of cyclic laterally loaded piles in sand
M. Achmus & J. Albiker

Anatomy of cyclic constitutive models for soils
F. Cai & G.R. Eiksund

Ultimate pullout resistance of plate anchors buried in sandy seabed
F. Cañizal, J. Cañizal, J. Castro, A. da Costa & C. Sagaseta

Axisymmetric transient modelling of a suction caisson in dense sand
B. Cerfontaine, S. Levasseur, F. Collin & R. Charlier

Modelling of uplift and lateral resistance of offshore pipelines in rock berms
G.R. Eiksund

A 3D coupled Eulerian-Lagrangian analysis of the dynamic interaction of jack-up legs with the seabed
A.S.K. Elkadi, H. van Lottum & H.J. Luger

Simulation of cyclic soil behavior using PM4Sand, a kinematic hardening plasticity model
S. Kamalzare & C.G. Olgun

Diameter effect on the lateral response of monopiles in sand supporting offshore wind turbines
R.T. Klinkvort & A.M. Page

Numerical buckling analysis of shape enhanced bucket foundations
S. Madsen, L.V. Andersen & L.B. Ibsen

Modelling suction caisson installation in sand using FLAC3D
M. Mehravar, O. Harireche & A.M. Alani

Offshore mudmats: Sensitivity of deflections to selected soil model
Z.H. Ozkul

Extension of the UBC sand model to 3-D formulation for implicit time-integration
T. Rahman & G.-J. Schreppers

A bounding surface extension of SANICLAY plasticity model for nonlinear site response analysis
M. Taiebat & G. Seidalinov

Simulation of pore pressure accumulation under cyclic loading using finite volume method
T. Tang & O. Hededal

3D numerical analyses of tripod skirted foundations for offshore structures
D. Terzis, T. Stergiou & K. Georgiadis

Adaptable non-coaxial cyclic stress-dilatancy relation
A.B. Tsegaye, S. Nordal &T. Benz

A soil model considering principal stress rotations
Y. Yang, Z.Wang & H.-S. Yu

Author index

Biography

Michael A. Hicks, Ronald B.J. Brinkgreve, Alexander Rohe