Numerical Methods in Geotechnical Engineering: Proceedings of the 8th European Conference on Numerical Methods, in Geotechnical Engineering, Delft, the Netherlands, 18-20 June 2014 - Rilegato

Rilegato

ISBN 10: 1138001465 ISBN 13: 9781138001466

Casa editrice: CRC Press, 2014

Riassunto

Numerical Methods in Geotechnical Engineering contains the proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2014, Delft, The Netherlands, 18-20 June 2014). It is the eighth in a series of conferences organised by the European Regional Technical Committee ERTC7 under the auspices of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The first conference was held in 1986 in Stuttgart, Germany and the series has continued every four years (Santander, Spain 1990; Manchester, United Kingdom 1994; Udine, Italy 1998; Paris, France 2002; Graz, Austria 2006; Trondheim, Norway 2010).

Numerical Methods in Geotechnical Engineering presents the latest developments relating to the use of numerical methods in geotechnical engineering, including scientific achievements, innovations and engineering applications related to, or employing, numerical methods. Topics include: constitutive modelling, parameter determination in field and laboratory tests, finite element related numerical methods, other numerical methods, probabilistic methods and neural networks, ground improvement and reinforcement, dams, embankments and slopes, shallow and deep foundations, excavations and retaining walls, tunnels, infrastructure, groundwater flow, thermal and coupled analysis, dynamic applications, offshore applications and cyclic loading models. The book is aimed at academics, researchers and practitioners in geotechnical engineering and geomechanics.

Su questo libro

Contenuti

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. Gómez

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. Rønningen & H.A. Nøst

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. Mašín

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. Schädlich & 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. Isık & A.F. Çabalar

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. Sengün, 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 Núñez, 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 & Ž. 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. Bühler, 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. Bæverfjord

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. Vázquez, 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. López-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 Perniö failure test
M. D’Ignazio, J. Mansikkamäki & T. Länsivaara

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 leng...

Dettagli dell?edizione

• Editore: CRC Press
• Data di pubblicazione: 2014
• ISBN 10: 1138001465
• ISBN 13: 9781138001466
• Rilegatura: Copertina rigida
• Lingua: Inglese
• Numero edizione: 1
• Numero di pagine: 734
• Redattore: Hicks Michael A., Brinkgreve Ronald B.J., Rohe Alexander