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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 I Constitutive modelling 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 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. Ronningen & H.A. Nost 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. Masin 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. Schadlich & 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. Isik & A.F. Cabalar 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. Sengun, 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 Nunez, 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 & 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 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. Buhler, 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. Baeverfjord 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. Vazquez, 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. Lopez-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 Pernio failure test M. D'Ignazio, J. Mansikkamaki & T. Lansivaara 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. Pisano, 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 Pare, 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. Szanto, D. Borbely, 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. Garcia 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 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. Pihlajamaki 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. Canizal, J. Canizal, 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 |

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

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