目次

VOLUME 1   Keynote lectures Numerical modelling of coupled thermo-hydro-mechanical problems: Challenges and pitfalls D.M. Potts, W. Cui, K.A. Gawecka, D.M.G. Taborda & L. Zdravković Rock failure analysis with discrete elements J.V. Lemos   Constitutive modelling and numerical implementation The dilatancy conditions at critical state and its implications on constitutive modelling E.J. Fern & K. Soga An innovative FE approach using soil hyperbolic model for predicting the response of monopiles supporting OWTs in sands Dj. Amar Bouzid Numerical modeling of the creep behavior of a stabilized soft soil P.J. Venda Oliveira, A.A.S. Correia & L.J.L. Lemos On the use of NURBS plasticity for geomaterials W.M. Coombs & Y. Ghaffari Motlagh Numerical simulation of the behavior of collapsible loess R. Schiava The influence of non-coaxial plasticity in numerical modelling of soil-pipe interaction H.E. Mallikarachchi & K. Soga Hypoplastic model and inverse analysis for simulation of triaxial tests S. Cuomo, P. Ghasemi, M. Calvello & V. Hosseinezhad Application of a generalized continuous Mohr–Coulomb criterion G. Grimstad, J.A. Ronningen & S. Nordal Enhanced plasticity modelling of high-cyclic ratcheting and pore pressure accumulation in sands H.Y. Liu, F. Zygounas, A. Diambra & F. Pisano A generalized plasticity model adapted for shearing interface problems B. Kullolli, H.H. Stutz, P. Cuellar, M. Baesler & F. Rackwitz Comparative investigation of constitutive models for shotcrete based on numerical simulations of deep tunnel advance M. Neuner, M. Schreter & G. Hofstetter On modelling of anisotropic undrained strength for non-horizontal terrain S. Nordal, G. Grimstad, T. Jordbakke, K. Rabstad & M. Isachsen Elastic and plastic anisotropy in soft clays: A constitutive model J. Castro, J. Justo & N. Sivasithamparam Fe-analysis of anchor pull out tests using advanced constitutive models C. Fabris, H.F. Schweiger & F. Tschuchnigg On the convexity of yield and potential surfaces in rotational hardening critical state models J.A. Ronningen, G. Grimstad & S. Nordal On constitutive modelling of anisotropic viscous and non-viscous soft soils M. Tafili & Th. Triantafyllidis Measurement and analysis of ground contacts during rockfall events W. Gerber & A. Caviezel The role of evolutionary algorithms in soil constitutive models C. Pereira & J.R. Maranha Estimation and calibration of input parameters for Lake Texcoco Clays, Mexico City N. O’Riordan, S. Kumar, F. Ciruela-Ochoa & A. Canavate-Grimal A comparison of the series and parallel Masing-Iwan model in 2D W.J.A.P. Beuckelaers, G.T. Houlsby & H.J. Burd Effective stress based model for natural soft clays incorporating restructuration J. Bjerre, J.A. Ronningen, G. Grimstad & S. Nordal Interpretation of the cyclic behaviour of a saturated dense sand within an elasto-plastic framework B.M. Dahl, M.S. Loyland & H.P. Jostad Numerical implementation of hardening soil model L.J. Cocco & M.E. Ruiz A hypoplastic model for soft clays incorporating strength anisotropy J. Jerman & D. Mašin A modified bounding surface plasticity model for sand A. Amorosi, F. Rollo & D. Boldini Evaluating the effects of noise on full field displacement data used for the identification of soil stress-strain response J.A. Charles, C.C. Smith & J.A. Black Analysis of the bearing capacity of strip footing on crushable soil V.P. Quang Nguyen, M. Kikumoto & K. Nakamura Numerical simulations of the dynamic soil behaviour in true triaxial conditions C. Ferreira, A.R. Silva & J. Rio The role of soil fabric anisotropy for reaching and maintaining critical state A.I. Theocharis, E. Vairaktaris, Y.F. Dafalias & A.G. Papadimitriou A method to consider the electrical/chemical interaction of clay crystal in general constitutive model H. Kyokawa, S. Ohno & I. Kobayashi Extended bounding surface model for general stress paths in practical applications K. Bergholz A time dependent constitutive model for soft clay based on nonstationary flow surface theory M. Rezania, M. Mousavi Nezhad & H. Nguyen Simple constitutive models to represent the effect of mechanical damage and abrasion on the short-term load-strain response of geosynthetics A.M. Paula & M. Pinho-Lopes Modelling the small strain behaviour of a cemented silty sand with bounding plasticity F. Panico, A. Viana da Fonseca & J. Vaunat Incorporation of creep into an elasto-plastic soil model for time-dependent analysis of a high rockfill dam P. Pramthawee & P. Jongpradist Numerical simulation of a SHTB system for a constant-resistance large-deformation bolt H. Manchao, G. Weili, L. Chen & L.R. Sousa SHANSEP approach for slope stability assessments of river dikes in The Netherlands T.D.Y.F. Simanjuntak, D.G. Goeman, M. de Koning & J.K. Haasnoot Incorporating the state parameter into a simple constitutive model for sand D.M.G. Taborda, D.M. Potts, L. Zdravkovic & A.M.G. Pedro Governing parameter method for numerical integration of constitutive models for clays M. Vukićević & S. Jocković   Finite element, discrete element and other numerical methods. Coupling of diverse methods DEM simulation of the mechanism of particle dissolution on the behavior of collapsible soils H. Bayesteh, T. Ghasempour & M.R. Nabizadeh Shahrbabak Modelling soil-water interaction with the material point method. Evaluation of single-point and double-point formulations F. Ceccato, A. Yerro & M. Martinelli Non-Euclidian discrete geometric modeling of granular soils Y. Larom & S. Pinkert Numerical investigations on the liquid-solid transition of a soil bed with coupled CFD-DEM M. Kanitz, E. Denecke & J. Grabe Free vibration analysis of piled raft foundation by FE-BE coupling method J. Jyoti Mandal & S. Ganguly An iterative sequential Monte Carlo filter for Bayesian calibration of DEM models H. Cheng, S. Luding, V. Magnanimo, T. Shuku, K. Thoeni & P. Tempone Particle-based modelling of cortical meshes for soil retaining applications F. Gabrieli, A. Pol, K. Thoeni & N. Mazzon Usability of piezocone test for finite element modelling of long-term deformations in soft soils M. D’Ignazio, N. Sivasithamparam & H.P. Jostad Study of the validity of a rectangular strip track/soil coupling in railway semi-analytical prediction models D. Ghangale, J. Romeu, R. Arcos, B. Noori, A. Clot & J. Cayero DEM modelling of dynamic penetration in granular material N. Zhang, M. Arroyo, A. Gens & M. Ciantia A methodology for the 3D analysis of foundations for marine structures P. Mira, J.A. Fernandez-Merodo, M. Pastor, D. Manzanal, M.M. Stickle, A. Yague, I. Rodriguez, J.D. Lopez, A. Tomas, G. Barajas & J. Lopez-Lara Axisymmetric formulation of the material point method for geotechnical engineering applications V. Galavi, F.S. Tehrani, M. Martinelli, A.S. Elkadi & D. Luger Finite element modeling of innovative energy geo-structure behaviour F. Ronchi, D. Salciarini & C. Tamagnini Effects of sandy soils permeability variation on the pore pressure accumulation due to cyclic and dynamic loading H. Bayraktaroglu & H.E. Taşan Numerical study of pile setup for displacement piles in cohesive soils Y.X. Lim, S.A. Tan & K.K. Phoon A relook into numerical simulations of the pressuremeter test for the calibration of advanced soil models Q.J. Ong & S.A. Tan Direct infinite element for soil structure interaction in time domain Y. Bakhtaoui & A. Chelghoum A robust numerical technique for analysis of coupled problems in elasto-plastic porous media O. Ghaffaripour & A. Khoshghalb Soil-structure interaction in coupled models B. Martinez-Bacas, D. Simic, M. Perez-Escacho, C.J. Bajo-Pavia   Reliability and probability analysis Impact of considering oriented rock variability on tunnel excavation D. Ferreira, A.M.G. Pedro, P.A.L.F. Coelho, J. Almeida e Sousa & D.M.G. Taborda Conditional random field simulation for analysis of deep excavations in soft soils C.J. Sainea-Vargas, M.C. Torres-Suarez & G. Auvinet Stability assessment of the unsaturated slope under rainfall condition considering random rainfall patterns G. Tang, J. Huang, D. Sheng & S. Sloan Numerical evaluation of fragility curves for earthquake liquefaction induced settlements of a levee using Gaussian Processes F. Lopez-Caballero Reliability analysis of constant total stress foundations subjected to water table fluctuations J.A. Alonso-Pollan, L.M. Munoz & R. Jimenez A practical case study of slope stability analysis using the random finite element method T. de Gast, A.P. van den Eijnden, P.J. Vardon & M.A. Hicks Modes of improbable slope failure in spatially variable cohesive soils A.P. van den Eijnden & M.A. Hicks 3D slope stability analysis with spatially variable and cross-correlated shear strength parameters D. Varkey, M.A. Hicks & P.J. Vardon Variability in offshore soils and effects on probabilistic bearing capacity E.A. Oguz, N. Huvaj & C.E. Uyeturk Stochastic study of stability of unsaturated heterogeneous slopes destabilised by rainfall T.M.H. Le   Large deformation—large strain analysis Optimizing the MPM model of a reduced scale granular flow by inverse analysis M. Calvello, P. Ghasemi, S. Cuomo & M. Martinelli Modelling rockfall dynamics using (convex) non-smooth mechanics G. Lu, A. Caviezel, M. Christen, Y. Buhler & P. Bartelt On the use of the material point method to model problems involving large rotational deformation L. Wang, W.M. Coombs, C.E. Augarde, M. Brown, J. Knappett, A. Brennan, C. Davidson, D. Richards & A. Blake Issues with the material point method for geotechnical modelling, and how to address them C.E. Augarde, Y. Bing, T.J. Charlton, W.M. Coombs, M. Cortis, M.J.Z. Brown, A. Brennan & S. Robinson LDFEM analysis of FDP auger installation in cohesive soil J. Konkol, L. Bałachowski & J. Linowiecki Large deformation finite element analyses for the assessment of CPT behaviour at shallow depths in NC and OC sands H.K. Engin, H.D.V. Khoa, H.P. Jostad, D.A. Kort, R. Bogelund Pedersen & L. Krogh Pipe-seabed interaction under lateral motion H. Sabetamal, J.P. Carter & S.W. Sloan Validation of Coupled Eulerian-Lagrangian (CEL) method by means of large scale foundation testing D. Heinrich, T. Quiroz & A. Schenk A coupled constitutive model for modelling small strain behaviour of soils S. Seyedan & W.T. Sołowski Three-dimensional analysis of penetration problems using G-PFEM L. Monforte, M. Arroyo, A. Gens & J.M. Carbonell The use of MPM to estimate the behaviour of rigid structures during landslides L. Gonzalez Acosta, I. Pantev, P.J. Vardon & M.A. Hicks Assessment of dike safety within the framework of large deformation analysis with the material point method B. Zuada Coelho, A. Rohe, A. Aboufirass, J.D. Nuttall & M. Bolognin Numerical simulation of pile installation in saturated soil using CPDI C. Moormann, S. Gowda & S. Giridharan Multi-material arbitrary Lagrangian-Eulerian and coupled Eulerian-Lagrangian methods for large deformation geotechnical problems M. Bakroon, R. Daryaei, D. Aubram & F. Rackwitz   Artificial intelligence and neural networks Use of artificial neural networks to analyse tunnelling-induced ground movements obtained from geotechnical centrifuge testing A. Franza, P.G. Benardos & A.M. Marshall Construction of bedrock topography from airborne-EM data by artificial neural network A.K. Lysdahl, L. Andresen & M. Voge Artificial neural networks in the analysis of compressibility of marine clays of Grande Vitória, ES, Brazil A.G. Oliveira Filho, K.V. Bicalho, W.H. Hisatugu & C. Romanel Rock and soil cutting slopes stability condition identification based on soft computing algorithms J. Tinoco, A. Gomes Correia, P. Cortez & D. Toll Estimating spatial correlations from CPT data using neural networks and random fields J.D. Nuttall Human-driven machine-automation of engineering research M.D.L. Millen, A. Viana Da Fonseca & X. Romao   Ground flow, thermal and coupled analysis Heat transfer process in a thermo-active diaphragm wall from monitoring data and numerical modelling D. Sterpi, A. Angelotti, O. Habibzadeh Bigdarvish & D. Jalili Stress dependency of the thermal conductivity of a regular arrangement of spheres in a vacuum J.R. Maranha & A. Vieira Factors affecting the thermo-mechanical response of a retaining wall under non-isothermal conditions E. Sailer, D.M.G. Taborda, L. Zdravković & D.M. Potts Energy efficiency evaluation in thermoactive geostuctures: A case study J. Sequeira, A. Vieira & R. Cardoso Hydro-mechanical modelling of an unsaturated seal structure D.F. Ruiz, J. Vaunat, A. Gens & M.A. Manica Finite element modelling of excess pore fluid pressure around a heat source buried in saturated soils W. Cui, A. Tsiampousi, D.M. Potts, K.A. Gawecka, L. Zdravković & D.M.G. Taborda Numerical investigation of the effects of thermal loading on the mechanical behaviour of energy piles in sand I. Kamas, E. Comodromos, D. Skordas & K. Georgiadis Finite-element modelling of thermo-mechanical soil-structure interaction in a thermo-active cement column buried in London Clay Y. Ouyang, L. Pelecanos & K. Soga   Earthquake engineering, soil dynamics and soil-structure interaction Numerical noise effects and filtering in liquefiable site response analyses Y.Z. Tsiapas & G.D. Bouckovalas Influence of water table fluctuation on soil-structure interaction M.P. Santisi d’Avila, L. Lenti & S. Martino Numerical simulation on the ground response in saturated sand M. Morigi, G.M.B. Viggiani, R. Conti & C. Tamagnini Simulating the seismic response of laterally spreading ground after its passive stabilization against liquefaction A.G. Papadimitriou, Y.K. Chaloulos, G.I. Agapoulaki, K.I. Andrianopoulos & Y.F. Dafalias Artificial neural networks for the evaluation of impedance functions of inclined pile groups A. Franza, M.J. DeJong, M. Morici, S. Carbonari & F. Dezi 3-D source-to-site numerical investigation on the earthquake ground motion coherency in heterogeneous soil deposits F. Gatti, S. Touhami, F. Lopez-Caballero & D. Pitilakis Analysis of observed liquefaction during the 2016 Kumamoto earthquake B. Ismael & D. Lombardi Potential mechanism for recurrent mid-span failure of pile supported river bridges in liquefied soil P. Mohanty & S. Bhattacharya Effect of earthquake characteristics on permanent displacement of a cantilever retaining wall J. Bakr & S. Mohd Ahmad   Rock mechanics Arching of granular flow under loading in silos P. To & N. Sivakugan Boundary stress distribution in silos filled with granular material P. To & N. Sivakugan Numerical simulation of the advance of a deep tunnel using a damage plasticity model for rock mass M. Schreter, M. Neuner & G. Hofstetter Experimental validation of numerical rockfall trajectory models A. Caviezel, Y. Bühler, G. Lu, M. Christen & P. Bartelt Providing perfect numerical simulations of flexible rockfall protection systems A. Volkwein Time-lapse crosshole seismic tomography for characterisation and treatment evaluation of the Ribeiradio dam rock mass foundation M.J. Coelho, R. Mota, A. Morgado & J. Neves Opening effect on mechanical behaviour of rock brick Y.L. Gui   VOLUME 2   Application of numerical methods in the context of the Eurocodes Ultimate limit state design of retaining wall using finite element method and advanced soil models H.C. Yeow Numerical analysis of a foundation of a cooling tower in difficult geotechnical conditions W. Bogusz & M. Kociniak Consideration of numerical methods in next generation Eurocode 7 (EN 1997)—current state of the amendment A.S. Lees & H. Walter   Shallow and deep foundations Analysis of piled foundations partially embedded in rock J.R. Garcia, P.J.R. Albuquerque & R.A.A. Melo The bearing capacity of shallow foundations on slopes S. Van Baars The failure mechanism of pile foundations in non-cohesive soils S. Van Baars Long-term settlements induced by a large mat foundation A. Sanzeni, F. Colleselli & V. Cortellini Design simulation of deformations during short