skip to content
Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014 Preview this item
ClosePreview this item

Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014

Author: M A Hicks; R B J Brinkgreve; Alexander Rohe
Publisher: Leiden, The Netherlands : CRC Press/Balkema, [2014] ©2014
Edition/Format:   eBook : Document : Conference publication : EnglishView all editions and formats

(not yet rated) 0 with reviews - Be the first.

More like this

Find a copy online

Links to this item

Find a copy in the library

&AllPage.SpinnerRetrieving; Finding libraries that hold this item...


Genre/Form: Electronic books
Conference papers and proceedings
Additional Physical Format: Print version:
Numerical methods in geotechnical engineering.
[S.l.] : Crc Press, 2014
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.


User-contributed reviews
Retrieving GoodReads reviews...
Retrieving DOGObooks reviews...


Be the first.
Confirm this request

You may have already requested this item. Please select Ok if you would like to proceed with this request anyway.

Linked Data

Primary Entity

<> # Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014
    a schema:MediaObject, schema:Book, schema:CreativeWork ;
    library:oclcnum "881503239" ;
    library:placeOfPublication <> ;
    schema:about <> ;
    schema:about <> ; # Environmental geotechnology--Mathematical models
    schema:about <> ; # Numerical analysis
    schema:about <> ; # TECHNOLOGY & ENGINEERING--Civil--General
    schema:about <> ; # Engineering geology--Mathematical models
    schema:bookFormat schema:EBook ;
    schema:copyrightYear "2014" ;
    schema:creator <> ; # European Conference on Numerical Methods in Geotechnical Engineering (8th : 2014 : Delft, Netherlands)
    schema:datePublished "2014" ;
    schema:editor <> ; # Alexander Rohe
    schema:editor <> ; # R. B. J. Brinkgreve
    schema:editor <> ; # Michael A. Hicks
    schema:exampleOfWork <> ;
    schema:genre "Conference papers and proceedings"@en ;
    schema:genre "Conference publication"@en ;
    schema:genre "Electronic books"@en ;
    schema:inLanguage "en" ;
    schema:isSimilarTo <> ;
    schema:name "Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014"@en ;
    schema:productID "881503239" ;
    schema:url <> ;
    schema:url <> ;
    schema:url <> ;
    schema:url <> ;
    schema:workExample <> ;
    wdrs:describedby <> ;

Related Entities

<> # European Conference on Numerical Methods in Geotechnical Engineering (8th : 2014 : Delft, Netherlands)
    a bgn:Meeting, schema:Event ;
    schema:location <> ; # Delft, Netherlands)
    schema:name "European Conference on Numerical Methods in Geotechnical Engineering (8th : 2014 : Delft, Netherlands)" ;

<> # R. B. J. Brinkgreve
    a schema:Person ;
    schema:birthDate "1965" ;
    schema:familyName "Brinkgreve" ;
    schema:givenName "R. B. J." ;
    schema:name "R. B. J. Brinkgreve" ;

<> # Michael A. Hicks
    a schema:Person ;
    schema:familyName "Hicks" ;
    schema:givenName "Michael A." ;
    schema:givenName "M. A." ;
    schema:name "Michael A. Hicks" ;

<> # Alexander Rohe
    a schema:Person ;
    schema:familyName "Rohe" ;
    schema:givenName "Alexander" ;
    schema:name "Alexander Rohe" ;

<> # Delft, Netherlands)
    a schema:Place ;
    schema:name "Delft, Netherlands)" ;

<> # Engineering geology--Mathematical models
    a schema:Intangible ;
    schema:name "Engineering geology--Mathematical models"@en ;

<> # Environmental geotechnology--Mathematical models
    a schema:Intangible ;
    schema:name "Environmental geotechnology--Mathematical models"@en ;

<> # Numerical analysis
    a schema:Intangible ;
    schema:name "Numerical analysis"@en ;

    a schema:Intangible ;
    schema:name "TECHNOLOGY & ENGINEERING--Civil--General"@en ;

    rdfs:comment "Distributed by publisher. Purchase or institutional license may be required for access." ;

    a schema:ProductModel ;
    schema:isbn "1315751828" ;
    schema:isbn "9781315751825" ;

    a schema:CreativeWork ;
    rdfs:label "Numerical methods in geotechnical engineering." ;
    schema:description "Print version:" ;
    schema:isSimilarTo <> ; # Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014

    a genont:InformationResource, genont:ContentTypeGenericResource ;
    schema:about <> ; # Numerical methods in geotechnical engineering : proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014
    schema:dateModified "2018-05-29" ;
    void:inDataset <> ;

Content-negotiable representations

Close Window

Please sign in to WorldCat 

Don't have an account? You can easily create a free account.