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Genre/Form: | Electronic books Conference papers and proceedings Congresses |
---|---|

Additional Physical Format: | Print version: Numerical methods in geotechnical engineering. [S.l.] : Crc Press, 2014 (OCoLC)876350745 |

Material Type: | Conference publication, Document, Internet resource |

Document Type: | Internet Resource, Computer File |

All Authors / Contributors: |
M A Hicks; R B J Brinkgreve; Alexander Rohe |

ISBN: | 9781315751825 1315751828 |

OCLC Number: | 881503239 |

Description: | 1 online resource (2 volumes) : illustrations |

Contents: | Preface Committees Volume IConstitutive modellingA better tool for general modeling of strain softening soils in slopes and excavations G. Aristorenas, C. Englert & J. GomezModeling unloading/reloading in peat using a kinematic bubble model D. BoumezeraneImplicit implementation of the Prevost model B. Cerfontaine & R. CharlierA constitutive model of normally consolidated clay at small strains C. Chen & Z.M. ZhouAttributes of rotational hardening rules in clay plasticity Y.F. Dafalias & M. TaiebatOn the modelling of grain crushing in hypoplasticity H.K. Engin, H.P. Jostad & A. RoheThe numerical implementation of elastic visco-plastic model for soft clays W.Q. Feng, Y.L. Li, J.H. Yin & Z.Y. YinA smart increment technique and its application to a bounding surface model J. Ghorbani, A. Noorzad & H. ShahnazariUse of IWAN models for modelling anisotropic and cyclic behavior of clays G. Grimstad, J.A. Ronningen & H.A. NostModelling peat with an anisotropic time-dependent model for clay E.J. den HaanStress measures for interparticle sliding and particle rolling R.R. de Jager & F. MolenkampNumerical treatment of singularities in critical state modelling of soil behaviour J.M.P. Marado & J.M.M.C. MarquesClay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy D. MasinAccuracy versus simplicity of anisotropic clay models A.G. Papadimitriou, G.I. Agapoulaki & Y.F. DafaliasAnisotropic sand model and fabric evolution until the critical state A.G. Papadimitriou, Y.F. Dafalias & X.S. LiA response envelope based approach to hypoplastic constitutive models T. PuckerA new formulation to model the degradation in structured soils V. Robin, O. Cuisinier, F. Masrouri & A.A. JavadiA new constitutive model for shotcrete B. Schadlich & H.F. SchweigerConstitutive modeling for sand with emphasis on the evolution of bounding and phase transformation lines P. Tasiopoulou & N. GerolymosA preliminary study of rheological models for run-out distance modelling of sensitive clay debris V. Thakur, D. Nigussie & S.A. DegagoApplication of the intergranular strain overlay to elastoplastic models A.B. Tsegaye &T. BenzIncorporating TESRA behaviour in an advanced constitutive model A.J. Tuxworth & S.D. ClarkeIntroduction of a thermodynamically hyperelastic model for peat L. Zhang & B.C. O'KellyUniqueness of time-dependencies for Shanghai soft clay Q.-Y. Zhu, Z.Y. Yin, Z.-X.Wu & P.-Y. HicherParameter 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. HanSignificance of sample quality in settlement analysis of field cases S.A. Degago & G. GrimstadA numerical classification of soils H. Isik & A.F. CabalarDetermination method of input parameters for elasto-plastic FE analysis of peat ground H. Hayashi, S. Nishimoto & T. YamanashiCalibration of the mechanical parameters for the numerical simulations of dynamic centrifuge experiments G. Lanzano, F. Santucci de Magistris & E. BilottaNumerical solution to predict visco-plastic model parameters of soft clay during excess pore water pressure dissipation T.M. Le, B. Fatahi & H. KhabbazMicro-piles under dynamic horizontal excitation: Field tests and numerical modeling T. MeierInfluence of the calcite content of sands on the CPT-resistance T. Meier & J.WehrNumerical simulation of shear tests on rock joints models with predefined roughness J.E. MenezesComparison of laboratory direct shear test results with the numerical analysis J.M. Royo & S. MelentijevicEffects of using different constitutive soil models for the cavity expansion problem E. Sengun, M.M. Berilgen & M.M. IncecikEffect 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. PottsParameter identification for an advanced material model for intact rock D. Unteregger, G. Hofstetter, M. Haltmeier & A. OstermannA study on the compression curves of reconstituted clays with water contents Z. Zhuang, S. Horpibulsuk & M.D. LiuFinite element related numerical methodsStability verification against the basal heave failure mechanism at excavations in soft soils with FEM and classical methods G. Abea Nunez, Z. Borghei & E. PerauFinite element modelling of geotechnical structures subjected to moving loads V. Galavi & R.B.J. BrinkgreveThe mixed-type approach to finite-element analysis of geometrically linear beams resting on linear and non-linearWinkler soil models V. Jagodnik, G. Jelenic & Z. ArbanasSurvey of geotechnical numerical analysis use and training needs in industry A.S. Lees, F. Schmidt & B.M. BacasOn the application of the material point method for offshore foundations L.J. Lim, A. Andreykiv & R.B.J. BrinkgreveUse of generalized material point method (GIMP) to simulate shallow wedge penetration M.A. Llano-Serna & M.M. FariasParallel processing of excavation in soils with randomly generated material properties L. Margetts, I.M. Smith, L.M. Lever & D.V. GriffithsModelling of pile installation using the material point method (MPM) N.T.V. Phuong, A.F. van Tol, A.S.K. Elkadi & A. RoheModelling of a pile row in a 2D plane strain FE-analysis J.J.M. Sluis, F. Besseling & P.H.H. StuurwoldExtended zero-thickness interface element for accurate soil-pile interaction modelling H. Stutz, F.Wuttke & T. BenzA 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. PottsNumerical simulation of strain softening behavior at pile-soil interface S.A. Tan, J. Sun & K.S. NgSoil springs for a nuclear power plant building foundation E.O. Tastan, C. Cinkilic & A.K. BoschaSimulation of liquefaction in layered loose and dense sand J.A.M. Teunissen & G.A.M. KruseInvestigation of aspects of an implicit dynamic material point method implementation B.Wang, P.J. Vardon & M.A. HicksModelling progressive failure with MPM A. Yerro, E. Alonso & N. PinyolOther numerical methodsNumerical simulation of snow avalanches: Modelling dilatative processes with cohesion in rapid granular shear flows P. Bartelt, O. Buser, Y. Buhler, L. Dreier & M. ChristenApplication 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. EmeriaultDebris flow simulation considering distributed multiple source materials H.X. Chen & L.M. ZhangParticle failure in DEM models of crushable soil response M.O. Ciantia, M. Arroyo, A. Gens & F. CalvettiFluid effects in sand production simulations coupling DEM with CFD N. Climent, M. Arroyo, A. Gens & C. O'SullivanA numerical investigation on debris avalanche propagation S. Cuomo, L. Cascini, M. Pastor & G.C. CastorinoRepresentation of capillary forces in polydisperse granular assemblies in the pendular regime A. Faramarzi, O. Harireche & A.M. AlaniA non-conventional BEM for seismic wave propagation in continuously inhomogeneous half-plane I.-K. Fontara, F.Wuttke, T. Rangelov & P. DinevaMacroelement modeling of piles in cohesive soil subjected to combined lateral and axial loading N. Gerolymos, O. Papakyriakopoulos & R.B.J. BrinkgreveA simplified calculation method for maximum lateral deformation of diaphragm walls induced by deep excavation in clays X.F. Jin & S.T. LiangUltimate limit state design of retaining walls with numerical methods G. Katsigiannis, P. Ferreira & R. FuentesBack calculation of CPT tests in silt by the Press-Replace technique P. Paniagua, S. Nordal & H.K. EnginIncorporating scale effects in shallow footings in a hypoplastic macroelement model D. Salciarini, B. Bienen & C. TamagniniDEM modeling and identification of representative element volume of soil skeleton M.R. Salehi Sadaghiani, H. Jentsch, K. Faulstich, P.Winkler & K.J.WittEffect of friction on the force distribution in sheared granular materials A. Singh, V. Magnanimo & S. LudingRecent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems C.C. Smith, M. Gilbert, S.J. Hawksbee & A. BabikerStudy on borehole stability in fractured rock mass in deep ground using distinct element method A. Taheri, S. Akkari, R. Frimpong, J. Ji & S. PiotrowskiContact law in granular assemblies: From statics to dynamics L. Zhang, S. Lambert, F. Nicot & F. Bourrier3D DEM simulation of a centrifuge model pile test Z. Zhang & Y.H.WangProbabilistic methods and neural networksEffects 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. HammouteneReliability analysis of slope stability evaluations using finite elements including a stochastic pore pressure M.G. BaeverfjordReliability-based design of cantilever retaining walls embedded in granular soils K.E. Daryani & H. MohamadStochastic modelling of differential settlements of heterogeneous unsaturated foundations T.M.H. Le & G.R. EiksundComparative study of embankment reliability in three dimensions Y. Li & M.A. HicksApplication of neural network to rock slope stability assessments A.J. Li, S.Y. Khoo, Y.Wang & A.V. LyaminApplication of artificial neural network in monitoring seepage flow through Dadin Kowa dam, Gombe State Nigeria E.B. Ojo & D.S. MatawalAdvanced constitutive model calibration using genetic algorithms: Some aspects C. Pereira, J.R. Maranha & A. BritoArtificial intelligence for modeling load-settlement response of axially loaded bored piles M.A. ShahinStochastic inverse modeling applied to earth dams for detecting preferential seepage paths F. Vazquez, G. Auvinet & P.A. VermeerA slide prediction model for layered alluvial soils during wet mining operations N.B. Yenigul, M. Alvarez Grima, M.J.C. van Eeten & C. de KeizerEffects of spatial variability on unsaturated groundwater flow H. Zhu & L.M. ZhangGround improvement and reinforcementNumerical simulation on the design optimization of compaction grouting A. Anthogalidis, U. Arslan & O. ReulNumerical modeling of stone columns with installation effects J. Castro, M. Karstunen & N. SivasithamparamNumerical investigation on the effectiveness of drainage elements used in soil nailing applications M. LameiSoil improvement using micropiles M. Mollaali, M. Alitalesh, M. Yazdani & M.B. ShafieA new approach to the estimation of settlement and ultimate bearing capacity of stone columns supported shallow foundation K.S. Ng, S.A. Tan & J. SunFinite element analyses of preloading cases in soft inhomogeneous soils V. Papadopoulos & K. PapadopoulouNumerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands J. Peco & S. Lopez-QuerolSlope stability of soft soils using pile foundations considering the creep effects M. Rahmatian, A. Noorzad &A.R. Mahboubi ArdakaniPredicting the behavior of sand columns in soft clays using hypoplastic finite element modeling A. Riman, S. Sadek & S. NajjarNumerical 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. MasseDams, embankments and slopesNumerical methods for simulation of downward progressive landslides F. Bonadies, S. Nordal, A.S. Gylland, G. Grimstad, H.P. Jostad, S. Cuomo & L. CasciniNumerical analysis of the construction of Odelouca dam using a subloading surface soil model A. Brito, J.R. Maranha, L. Caldeira & C. PereiraEffects of foundation flexibility and water compressibility on dam responses P. Chatterjee & G.-J. SchreppersBack-analysis of an embankment constructed in soft soil using the Cysoil model C. Detournay, A. Lucarelli &VarunSelf-protection of a quasi-homogeneous embankment dam revealed by advanced analyses and monitoring F. Federico, R. Jappelli, A. Montanaro & M. ScienzaAnisotropic total and effective stress stability analysis of the Pernioe failure test M. D'Ignazio, J. Mansikkamaki & T. LansivaaraDeformation 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. RohnFinite element evaluation of the stress field in a slope stability analysis M. Tabbara & A. El Howayek3D finite element analysis of a RCC dam F. Tschuchnigg, H.F. Schweiger & S. PauszStudy on rheological characteristic of 300m high rockfill dam with core wall H. Xu, Z.-L. Cheng, B. Huang, J.-J. Pan & W. ZhangShallow and deep foundationsModeling and safety assessment of a piled raft comprising defective piles T.T. Abdel-Fattah, A.A. Hemada & M.T. Abdel-FattahPredicting the settlement of shallow foundations on sand using a shear hardening Mohr-Coulomb constitutive model J.P. Doherty & D. MuirWoodValidation of 3D finite element solution for laterally loaded passive piles A. Ekici & N. HuvajThe effect of surcharge load on the lateral resistance of a row of piles in clay K. GeorgiadisNumerical simulation of pile installation processes in dry and saturated granular soils J. Grabe, T. Pucker & T. HamannNumerical study on settlement of piled foundations on homogenous rock H.T. Eid & A.A. ShehadaPredicting the settlement of footings on sand using a bounding surface plasticity model T. Hughes, D.M.G. Taborda, L. Zdravkovic & D.M. PottsLimit lateral resistance of vertical piles in plane strain D. Loukidis & V. VavourakisBehaviour of piled rafts with piles of different lengths and distributions under vertical loading M.H. Mansour, A.Y. Akl & H.K. MoustafaFinite element-based parametric analysis of mat foundations S.W. Tabsh & M.M. El-EmamUndrained bearing capacity of circular footings on Tresca soil using adaptive finite element analysis L. Tapper, C.M. Martin & B.W. ByrneFinite element analysis of soil-structure interaction in disconnected piled raft foundations F. Tradigo, F. Pisano, C. di Prisco, A. Mussi & R. PersioAuthor 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. AlvesCoupled analysis of a strutted excavation in soft soil: Study of the effect of constructing a jet-grout base slab J.L. Borges & A.S. MonteiroEvaluating the influence of deep excavations on neighboring buildings by numerical analysis C. Capraru & D. AdamNumerical analysis of deep excavations and prediction of their influence on neighboring buildings C. Capraru, D. Adam, J. Hoffmann & M. PelzlFE analyses of horizontal deformations due to excavation processes in Gothenburg clay S. Dawd, R. Trygg & M. KarstunenThe influence of operational stiffness of structural components on the performance of deep excavations Y.P. Dong, H.J. Burd & G.T. HoulsbyBack analysis of pile-soil interaction during diaphragm wall installation I.S. Haryono & M. Korff3D numerical analysis and performance of deep excavations in Kenny Hill formation K.H. Law, H. Roslan & I. ZubaidahA study in an attempt to use embedded pile structure elements to simulate soil nail structures in PLAXIS 2D 2012 and 3D 2012 S.C. LoNumerical simulation of a deep excavation in London Clay P.G. Measham, D.M.G. Taborda, L. Zdravkovic & D.M. PottsAnalysis of displacement patterns during an excavation using different constitutive models K. Nitzsche & I. HerleA study of failure mechanism for deep excavations in soft clay using the finite element method C.Y. Ou & T.N. DoThe case of Cityringen Metro Line in Copenhagen: Damage risk assessment for buildings adjacent to deep excavation M. Da Pare, A. Damiani & S. NotarianniGround movement induced by a deep excavation in the historic center of Brescia A. Sanzeni & F. ColleselliAssessing 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. SorgeLateral pressures on soil nail walls supporting high plasticity clays N. Yelti, A. Elmore, M. Diaz, A.T. Papagiannakis & S. Bin-ShafiqueTunnels3D PLAXIS modeling of tunneling-induced ground arching L.T. ChenNumerical modeling of tunneling effects on adjacent structures A.M. Elleboudy,W.A. Dawood & N.M. SalehNumerical prediction of tunnelling-induced settlements in coarse-grained soils V. Fargnoli, D. Boldini & A. AmorosiNumerical modeling of an instrumented shallow gallery excavated in Toulouse's molasses by a conventional method M.N. Houhou & F. Emeriault2D 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. GastebledFinite-element modeling of the behavior of underground caverns excavated in rock salt K. Khaledi, T. Schanz & M. DatchevaComparisons of different modelling of an excavation realized in fractured and weathered rocks T. Le Cor, V. Merrien-Soukatchoff, D. Rangeard, C. Rescourio & J. SimonThree dimensional FE analyses of NATM tunnels in weak rock K. PapadopoulouPile foundation and tunnel interaction in mechanized shield tunneling M. Sepehrmanesh, V. Nasri, N. Allahverdi & M. PartoviLongitudinal 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. SchleissThree-dimensional face stability and deformation analysis of tunneling with TBMs A. Sobhanmanesh, R.B. Nazir & N. GofarTunnelling in the vicinity of highly sensitive structures V. Szanto, D. Borbely, T. Megyeri & B. BenoThe influence of the soil constitutive model on the numerical assessment of mechanized tunneling K.N. Vakili, A.A. Lavasan, T. Schanz & M. DatchevaInfrastructureModelling long-term response of coastal structures for the safeguard of the Venetian Lagoon M.F. Garcia Martinez & L. TonniComparison between field measurements and numerical analysis for road embankment settlements G. Grget, K. Ravnjak & V. Szavits-NossanProbabilistic evaluation of dynamic response of caisson quay walls in soil improved by fiber: A numerical study Y. Jafarian, M. Miraei, A. Lashgari & P. ShakeriThe combined analytical and numerical calculations to evaluate fatigue failure for thin and lightweight pavements L. Korkiala-Tanttu & J. PihlajamakiNumerical studies of upgrading sheet pile quay walls using submerged grouted anchors: A parametric study A. Mollahasani, A. Benedetti, A. Lamberti, L. Sciacca & C. MelegariNumerical modeling of a pile-supported T-wall structure for hurricane protection A.B. Reeb, G.M. Filz & J.C. VolkThree-dimensional nonlinear continuum seismic soil-structure interaction analysis of skewed bridge abutments A. Shamsabadi & K.M. RollinsDynamic behaviour of plate element simulating asphalt revetment of sea dike during wave attack S. Tan, M.A. Hicks & P.A. VermeerFinite element analysis to predict movements of a bridge pier due to adjacent excavation S.Wu & S. MitchellGroundwater flow, thermal and coupled analysisNumerical analysis of thermo-mechanical behavior of energy pile foundations S. Bayandor, A. Noorzad, A.R. Mahboubi Ardakani & M. Delfan AzariOn Thermo-Hydro-Mechanically (THM) coupled finite element modeling of ground freezing and thawing Y.W. Bekele & H. KyokawaGround thermal modelling and analysis of energy pile foundations C.P. Cervera, G. Sinnathamby, H. Gustavsson & L. Korkiala-TanttuEvolution of clay fabric and water retention properties along hydromechanical stress paths A.C. Dieudonne, R. Charlier, S. Levasseur, G. Della Vecchia & C. JommiNumerical simulation of laboratory freezing tests of frost-susceptible soils A.A. Korshunov, S. Churkin & A. NevzorovA simplified model to simulate ionic transport by electrokinetics in soil J.T. Lima, M.C. Barbosa & F.C.B. MascarenhasCoupled 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. BennettModelling groundwater flow in Tikkurila area, Vantaa E. Lottanen, L. Korkiala-Tanttu & I. MataicParameter identification for a thermo-hydro-mechanical model of the buffer material: Stochastic based back analysis L. Nguyen-Tuan, T. Schanz, M. Datcheva & E. StoimenovaPore network modeling of unsaturated soils: Fundamentals, recent advancements and future perspectives E. Nikooee, G. Habibagahi, H. Khaksar, S.M. Hassanizadeh &A. RaoofStrain-dependent soil-water characteristic curve parameters A.Y. Pasha, N. Khalili & A. KhoshghalbVerifications against geo-hydraulic failure with FEM E. Perau & A. SlottaStability of unsaturated soil slope subject to rain infiltration using coupled and uncoupled finite element approaches R.J.Q. Quispe & C. RomanelDouble porosity behaviour and application in geotechnical problems S. Salimzadeh & N. KhaliliConsolidation analyses considering gas entrapment below the phreatic surface O. Stelzer, H. Montenegro & B. OdenwaldNumerical analysis of heat transfer in thermo-active diaphragm walls D. Sterpi, A. Angelotti, D. Corti & M. RamusModeling the soil-pile interaction of geothermal piles M.E. Suryatriyastuti, H. Mroueh & S. BurlonInfluence of hydraulic hysteresis on spherical cavity expansion results H. Yang & A.R. RussellNumerical modelling of electro-osmosis consolidation of unsaturated clay at large strain J. Yuan & M.A. HicksA thermo-elasto-plastic model for normally consolidated and overconsolidated soils A.N. Zhou & Y.P. YaoCellular automata for modeling transport phenomena in porous media E.H. Zubeldia, L.C.S.M. Ozelim & A.L.B. CavalcanteDynamic applicationsExperimental and numerical modeling of machine foundations on a saturated soil S.F.A. Al-Wakel, M.Y. Fattah, H.H. Karim & A.H.C. ChanInfluence of dynamic soil-structure interaction on building response to ground vibration L.V. AndersenEffect of material properties on seismic response of non-yielding retaining walls A.M. Bigdeli & M.M. El-EmamSeismic foundation design for Girard Road undercrossing, Presidio Parkway Project, San Francisco, California W.-Y. Chen, A. Bro, A. Fernandez & A. HerlacheOn the finite element formulation of dynamic two-phase problems A. CividiniThe importance of including dynamic soil-structure interaction into wind turbine simulation codes M. Damgaard, L.V. Andersen & L.B. IbsenDynamic 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. BrinkgreveAnalytical and numerical investigations on the vertical seismic site response B. Han, L. Zdravkovic & S. KontoeNumerical modeling of natural gas buried pipelines under seismic shaking G. Lanzano, F. Santucci de Magistris, G. Fabbrocino & E. SalzanoNumerical seismic response analysis of Keddara dam under differential motions S. Louadj, R. Bahar, E. Vincens & N. LaouamiNumerical simulation of liquefaction-induced deformation of embankments on non-homogeneous foundation M. Maharjan & A. TakahashiA numerical simulation on the dynamic response of MSE wall with LWA backfill H. Munjy, F.M. Tehrani, M. Xiao & M. ZoghiPhenomenological simulation of the seismic response of ground stabilized with colloidal silica A.G. Papadimitriou, G.I. Agapoulaki & K.I. AndrianopoulosSeismic amplification factors for mountain slopes D. Park, J.-K. Ahn & J.-H. LeeSoil-structure interaction: The case study of a masonry tower M.R. Pecce, S. Sica, F. Ceroni & B. PrincipeModel quality investigations of induced moving loads of high-speed trains M. Shahraki, M.R. Salehi Sadaghiani, K.J.Witt & T. MeierNumerical methods for innovative seismic design and analysis of tunnel structures located in highly active seismic zones A. Shamsabadi, T. Marcher, M. Kapuskar & E. SaurerValidation of seismic soil-foundation-structure interaction analysis procedures for instrumented bridges A. Shamsabadi & M. PartoviEffective stress analysis to assess the performance of ground improvement under seismic loading S. Terzaghi & A. O'SullivanDynamic analyses of propped retaining structures G. Tropeano & F.M. SoccodatoInfluence of a wave barrier (EPS) on the dynamic behavior of the surrounding soil L. Xu & L. Kellezi3D numerical modeling of underground explosion in saturated sand F. Ye, C.H. Yeo, S.H. Goh, S. Anand & T.B. SohSeismic soil-caisson foundation-structure interaction: Characterizing the response in performance-based design terms A. Zafeirakos & N. GerolymosOffshore 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. KuoPrediction of accumulated deformations of cyclic laterally loaded piles in sand M. Achmus & J. AlbikerAnatomy of cyclic constitutive models for soils F. Cai & G.R. EiksundUltimate pullout resistance of plate anchors buried in sandy seabed F. Canizal, J. Canizal, J. Castro, A. da Costa & C. SagasetaAxisymmetric transient modelling of a suction caisson in dense sand B. Cerfontaine, S. Levasseur, F. Collin & R. CharlierModelling of uplift and lateral resistance of offshore pipelines in rock berms G.R. EiksundA 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. LugerSimulation of cyclic soil behavior using PM4Sand, a kinematic hardening plasticity model S. Kamalzare & C.G. OlgunDiameter effect on the lateral response of monopiles in sand supporting offshore wind turbines R.T. Klinkvort & A.M. PageNumerical buckling analysis of shape enhanced bucket foundations S. Madsen, L.V. Andersen & L.B. IbsenModelling suction caisson installation in sand using FLAC3D M. Mehravar, O. Harireche & A.M. AlaniOffshore mudmats: Sensitivity of deflections to selected soil model Z.H. OzkulExtension of the UBC sand model to 3-D formulation for implicit time-integration T. Rahman & G.-J. SchreppersA bounding surface extension of SANICLAY plasticity model for nonlinear site response analysis M. Taiebat & G. SeidalinovSimulation of pore pressure accumulation under cyclic loading using finite volume method T. Tang & O. Hededal3D numerical analyses of tripod skirted foundations for offshore structures D. Terzis, T. Stergiou & K. GeorgiadisAdaptable non-coaxial cyclic stress-dilatancy relation A.B. Tsegaye, S. Nordal &T. BenzA soil model considering principal stress rotations Y. Yang, Z.Wang & H.-S. YuAuthor index |

Responsibility: | editors Michael A. Hicks, Ronald B.J. Brinkgreve, Alexander Rohe. |

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