Sie befinden Sich nicht im Netzwerk der Universität Paderborn. Der Zugriff auf elektronische Ressourcen ist gegebenenfalls nur via VPN oder Shibboleth (DFN-AAI) möglich. mehr Informationen...
Numerical Methods in Geotechnical Engineering IX: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal
Ort / Verlag
CRC Press
Erscheinungsjahr
2018
Link zum Volltext
Quelle
Alma/SFX Local Collection
Beschreibungen/Notizen
Numerical Methods in Geotechnical Engineering IX contains 204 technical and scientific papers presented at the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE2018, Porto, Portugal, 25—27 June 2018). The papers cover a wide range of topics in the field of computational geotechnics, providing an overview of recent developments on scientific achievements, innovations and engineering applications related to or employing numerical methods. They deal with subjects from emerging research to engineering practice, and are grouped under the following themes:
Constitutive modelling and numerical implementation
Finite element, discrete element and other numerical methods. Coupling of diverse methods
Reliability and probability analysis
Large deformation – large strain analysis
Artificial intelligence and neural networks
Ground flow, thermal and coupled analysis
Earthquake engineering, soil dynamics and soil-structure interactions
Rock mechanics
Application of numerical methods in the context of the Eurocodes
Shallow and deep foundations
Slopes and cuts
Supported excavations and retaining walls
Embankments and dams
Tunnels and caverns (and pipelines)
Ground improvement and reinforcement
Offshore geotechnical engineering
Propagation of vibrations
Following the objectives of previous eight thematic conferences, (1986 Stuttgart, Germany; 1990 Santander, Spain; 1994 Manchester, United Kingdom; 1998 Udine, Italy; 2002 Paris, France; 2006 Graz, Austria; 2010 Trondheim, Norway; 2014 Delft, The Netherlands), Numerical Methods in Geotechnical Engineering IX updates the state-of-the-art regarding the application of numerical methods in geotechnics, both in a scientific perspective and in what concerns its application for solving practical boundary value problems. The book will be much of interest to engineers, academics and professionals involved or interested in Geotechnical Engineering.
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