Numerical Methods in Geotechnical Engineering
Autor: Hicks, Michael A., Brinkgreve, Ronald B.J., Rohe, Alexander
- Páginas: 1368
- Tamaño: 17x24
- Edición: 1ª
- Idioma: Inglés
- Año: 2014
- 355,00 Euros
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Numerical Methods in Geotechnical Engineering contains the proceedings
of the 8th European Conference on Numerical Methods in Geotechnical
Engineering (NUMGE 2014, Delft, The Netherlands, 18-20 June 2014). It is
the eighth in a series of conferences organised by the European
Regional Technical Committee ERTC7 under the auspices of the
International Society for Soil Mechanics and Geotechnical Engineering
(ISSMGE). The first conference was held in 1986 in Stuttgart, Germany
and the series has continued every four years (Santander, Spain 1990;
Manchester, United Kingdom 1994; Udine, Italy 1998; Paris, France 2002;
Graz, Austria 2006; Trondheim, Norway 2010).
Numerical Methods in
Geotechnical Engineering presents the latest developments relating to
the use of numerical methods in geotechnical engineering, including
scientific achievements, innovations and engineering applications
related to, or employing, numerical methods. Topics include:
constitutive modelling, parameter determination in field and laboratory
tests, finite element related numerical methods, other numerical
methods, probabilistic methods and neural networks, ground improvement
and reinforcement, dams, embankments and slopes, shallow and deep
foundations, excavations and retaining walls, tunnels, infrastructure,
groundwater flow, thermal and coupled analysis, dynamic applications,
offshore applications and cyclic loading models. The book is aimed at
academics, researchers and practitioners in geotechnical engineering and
geomechanics.
Preface
Committees
Volume IConstitutive modellingA 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 testsEstimation 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 methodsStability 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 methodsNumerical 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 foundationsModeling 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 IIExcavations and retaining wallsDeep
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
InfrastructureModelling 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 analysisNumerical 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 modelsA 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
