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Numerical Methods in Geotechnical Engineering (NUMGE 2010)

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Genere:Libro
Lingua: Inglese
Editore:

CRC Press

Pubblicazione: 05/2010
Edizione: 1° edizione





Note Editore

Numerical Methods in Geotechnical Engineering contains 153 scientific papers presented at the 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010, held at Norwegian University of Science and Technology (NTNU) in Trondheim, Norway, 2–4 June 2010. The contributions cover topics from emerging research to engineering practice, and are organized into the following sections: - Constitutive modeling; - Computer codes and algorithms; - Discontinuum and particulate modeling; - Large deformation – large strain analysis; - Flow and consolidation; - Unsaturated soil mechanics; - Artificial intelligence; - Reliability and probability analysis; - Dynamic problems and Geohazards; - Slopes and cuts; - Embankments, shallow foundations, and settlements; - Piles; - Deep excavations and retaining walls; - Tunnels and caverns; - Ground improvement modeling; - Offshore geotechnical engineering; - Numerical methods and Eurocode. The book is of special interest to academics and engineers in geotechnical engineering.




Sommario

Constitutive modelling A non-associated creep model for structured anisotropic clay (n-SAC) G. Grimstad & S.A. Degago A state dependent constitutive model for sand-structure interfaces A. Lashkari Adaptive integration of hypoplasticity W. Fellin, M. Mittendorfer &A. Ostermann An anisotropic bubble model for soft clays N. Sivasithamparam, D. Kamrat-Pietraszewska & M. Karstunen An anisotropic model for structured soils G. Belokas & M. Kavvadas An examination of strain space versus stress space for the formulation of elastoplastic constitutive models K.C. Ellison, K. Soga & B. Simpson Anisotropic small strain stiffness within the multilaminate framework B. Schädlich & H.F. Schweiger Application of discontinuity layout optimization to problems involving non-associative friction A.F. Babiker, C.C. Smith & M. Gilbert Associated plasticity for nonassociated frictional materials K. Krabbenhoft, A.V. Lyamin & S.W. Sloan Comparison of methods for calculation of settlements of soft clay H.P. Jostad & S.A. Degago Effect of yield surface shape on the simulated elasto-plastic response of cohesive soils A.G. Papadimitriou, A.D. Vranna, Y.F. Dafalias & M.T. Manzari Impact of input data on soil model calibration using Genetic Algorithms D. Taborda, A. Pedro, P.A.L.F. Coelho & D. Antunes Influence of destructuration of soft clay on time-dependant settlements D.F.T. Nash Modeling liquefaction behavior of sands by means of hypoplastic model A.B. Tsegaye, F. Molenkamp, R.B.J. Brinkgreve, P.G. Bonnier, R. de Jager &V. Galavi Modeling of creep mechanism and damage of rock salt B. Leuger, K. Staudtmeister, S. Yildirim & D. Zapf Modeling static liquefaction within multilaminate framework A.B. Tsegaye, V. Galavi, R.B.J. Brinkgreve, R. de Jager, F. Molenkamp & P.G. Bonnier On the differences between the Drucker-Prager criterion and exact implementation of the Mohr-Coulomb criterion in FEM calculations J. Clausen, L. Andersen & L. Damkilde Simulation of mechanical behaviour of Toyoura sand using Severn Trent constitutive model S. Miliziano, G.M. Rotisciani & F.M. Soccodato Soil parameter identification for cyclic loading A. Papon, Z.-Y. Yin, K. Moreau, Y. Riou & P.-Y. Hicher Study of tensorial damage in a porous geomaterial M. Mozayan Kharazi, C. Arson & B. Gatmiri Time- and stress-compressibility of clays during primary consolidation S.A. Degago, H.P. Jostad, M. Olsson, G. Grimstad & S. Nordal Uncertainty and sensitivity analysis of laboratory test simulations using an elastoplastic model F. Lopez-Caballero &A. Modaressi-Farahmand-Razavi Validation of empirical formulas to derive model parameters for sands R.B.J. Brinkgreve, E. Engin & H.K. Engin Computer codes and algorithms 3D parallel computing FEA in offshore foundation design L. Andresen, H. Sturm, M. Vöge & K. Skau 70-line 3D finite deformation elastoplastic finite-element code W.M. Coombs, R.S. Crouch & C.E. Augarde A simple time stepping algorithm for material point method W.T. Solowski & D. Sheng Analysis of the stability of sheet pile walls using Discontinuity Layout Optimization S.D. Clarke, C.C. Smith & M. Gilbert Application of Discontinuity Layout Optimization to geotechnical limit analysis problems M. Gilbert, C.C. Smith, I.W. Haslam &T.J. Pritchard Enhancing solution procedures of a new numerical scheme for dynamic analysis of soil-structure interaction problems M.H. Bazyar & Ch. Song Numerical bearing capacity computation and load-displacement behavior of shallow foundations by stress level based ZEL method M. Jahanandish, M. Veiskarami &A. Ghahramani Simple quality indicators for FE analysis based on stress maps for Gauss points C. Vulpe, N. Droniuc, E. Bourgeois & Ph. Mestat The upper bound limit analysis of bearing capacity problems using the finite element method A.I.M. AL-Janabi, A.A.R. Orabi &A.Y.A. Baqir Discontinuum and particulate modelling A numerical simulation on centrifuge liquefaction model using microscopic fluid coupling scheme with Discrete Element Method Y. Shimizu &Y. Inagawa Discrete element modeling of low strength rock N.B. Yenigül & M. Alvarez Grima Effect of drying on a granular slope physical model analysed by Discrete Element Method (DEM) F. Gabrieli, S. Cola, P. Simonini & F. Calvetti Isotropic compression of cohesive-frictional particles with rolling resistance S. Luding Size effects on a virtual calibration chamber J. Butlanska, M. Arroyo &A. Gens Large deformation – large strain analysis A Coupled Eulerian-Lagrangian approach to solve geotechnical problems involving large deformations S. Henke, G. Qiu & J. Grabe Advances in meshless methods with application to geotechnics C.E. Heaney, C.E. Augarde, A.J. Deeks,W.M. Coombs & R.S. Crouch An ALE Finite Element Method for cohesionless soil at large strains: Computational aspects and applications D. Aubram, F. Rackwitz & S.A. Savidis Analysis of dynamic penetration of objects into soil layers J.P. Carter & M. Nazem Large deformation analysis of the installation of Dynamic Anchor H. Sturm & L. Andresen Modelling of installation effects of driven piles using hypoplasticity H.D. Pham, H.K. Engin, R.B.J. Brinkgreve, &A.F. van Tol Flow and consolidation A multiscale approach for the consideration of spatial groundwater flow in the stability analysis of a large excavation pit H. Montenegro & R. Kauther A numerical model for the electrokinetic treatment of natural soils with calcite F. Cattaneo, C. Jommi & G. Musso Analysis of artificial ground freezing in the Pari-Duomo platform tunnel of the Naples metro S. Papakonstantinou, E. Pimentel & G. Anagnostou Large scale hydraulic conductivity of the soil deposits of the Venezia Lagoon from numerical back-analysis E. Giacomini, F. Colleselli, F. Cattaneo, C. Jommi & G. Mayerle Numerical analyses of granulometric stability of moraine dam cores F. Federico &A. Montanaro Numerical prediction of time-dependent rock swelling based on an example of a major tunnel project in Ontario/Canada A. Kirsch &T. Marcher Some features of the coupled consolidation models used for the evaluation of the dissipation test E. Imre & P. Rózsa Steady state seepage flow through zoned earth structures affected by permeability defects F. Federico, F. Calzoletti &A. Montanaro Unsaturated soil mechanics A comparison between numerical integration algorithms for unsaturated soils constitutive models F. Cattaneo, G. Della Vecchia, C. Jommi & G. Maffioli Comparison of stress update algorithms for partially saturated soil models M. Hofmann, G. Hofstetter &A. Ostermann Modelling of the hysteretic soil–water retention curve for unsaturated soils A. Tsiampousi, L. Zdravkovic & D.M. Potts Numerical integration and analysis of equilibrium in unsaturated multiphase media R. Tamagnini, M. Mavroulidou & M.J. Gunn Artificial intelligence A genetic algorithm for solving slope stability problems: From Bishop to a free slip plane R. van der Meij & J.B. Sellmeijer Simulation of the mechanical behavior of railway ballast by intelligent computing M.A. Shahin Three dimensional site characterization model of Suurpelto (Finland) using support vector machine A. Pijush Samui &T. Länsivaara Reliability and probability analysis Evaluation of soil variability and its consequences M. Huber, P.A. Vermeer &A. Bárdossy Inverse modelling including spatial variability applied to the construction of a road embankment A. Hommels, F. Molenkamp, M. Huber & P.A. Vermeer Reliability analysis of piping in embankment dam A. Noorzad & M. Rohaninejad Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model R. Suchomel & D. Mašín Validating models against experience in foundation engineering, using the ROC curve A.M.J. Mens &A.F. van Tol Dynamic problems and Geohazards A 2.5D finite element model fo










Altre Informazioni

ISBN:

9780415592390

Condizione: Nuovo
Dimensioni: 9.75 x 6.75 in Ø 4.25 lb
Formato: Copertina rigida
Pagine Arabe: 976


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