Computer methods and recent advances in geomechanics. (2014)
- Record Type:
- Book
- Title:
- Computer methods and recent advances in geomechanics. (2014)
- Main Title:
- Computer methods and recent advances in geomechanics
- Further Information:
- Note: Edited by Fusao Oka, Akira Murakami, Ryosuke Uzuoka, Sayuri Kimoto.
- Editors:
- Oka, Fusao
Murakami, Akira, 1956 April 1
Uzuoka, Ryosuke
Kimoto, Sayuri - Other Names:
- International Conference on Computer Methods and Advances in Geomechanics, 14th
- Contents:
- Preface; Obituary; Committee members; Reviewers PLENARY LECTURES Measuring stiffness of soils in situ; G. Biscontin & J. Ahn Strain localization in porous materials with spatially varying density and degree of saturation; R.I. Borja & X. Song Consolidation-induced transport of contaminants in compressible porous media; P.J. Fox The Great East Japan Earthquake Disaster and integrated earthquake simulation for earthquake hazard and disaster estimate; M. Hori Ground improvement in transport geotechnics – from theory to practice; B. Indraratna, S. Nimbalkar, C. Rujikiatkamjorn &A. Heitor Carbon dioxide injection into deep aquifers: A geomechanical perspective; L. Laloui & C. Li Parameter and model identification using the particle filter for geotechnical applications; A. Murakami, K. Fujisawa, S. Ohno, T. Shuku & S. Nishimura Characterization of geotechnical variability – a multivariate perspective; K.K. Phoon & J. Ching Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcrete; H.F. Schweiger, B. Schädlich, P. Sedighi, E. Saurer, T. Marcher, S. Henke & K.-M. Borchert A theory of plasticity with generalized hardening for natural geomaterials under mechanical and environmental loading: Constitutive modeling and numerical implementation; C. Tamagnini & M.O. Ciantia Geomaterial plasticity and thermodynamic stability of equilibrium; Q. Yang, Y.R. Liu & K.D. Leng ; GENERAL SESSIONS Computational advances inPreface; Obituary; Committee members; Reviewers PLENARY LECTURES Measuring stiffness of soils in situ; G. Biscontin & J. Ahn Strain localization in porous materials with spatially varying density and degree of saturation; R.I. Borja & X. Song Consolidation-induced transport of contaminants in compressible porous media; P.J. Fox The Great East Japan Earthquake Disaster and integrated earthquake simulation for earthquake hazard and disaster estimate; M. Hori Ground improvement in transport geotechnics – from theory to practice; B. Indraratna, S. Nimbalkar, C. Rujikiatkamjorn &A. Heitor Carbon dioxide injection into deep aquifers: A geomechanical perspective; L. Laloui & C. Li Parameter and model identification using the particle filter for geotechnical applications; A. Murakami, K. Fujisawa, S. Ohno, T. Shuku & S. Nishimura Characterization of geotechnical variability – a multivariate perspective; K.K. Phoon & J. Ching Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcrete; H.F. Schweiger, B. Schädlich, P. Sedighi, E. Saurer, T. Marcher, S. Henke & K.-M. Borchert A theory of plasticity with generalized hardening for natural geomaterials under mechanical and environmental loading: Constitutive modeling and numerical implementation; C. Tamagnini & M.O. Ciantia Geomaterial plasticity and thermodynamic stability of equilibrium; Q. Yang, Y.R. Liu & K.D. Leng ; GENERAL SESSIONS Computational advances in numerical and analytical methods Penetration simulation for an open caisson using mesh-free SPH method; J.Wang, H. Hua & W.P. Lian Simulation of granular materials under continuously varying intermediate principal stress ratio using DEM; D. Phusing & K. Suzuki Assessment of applicability of the material point method in offshore geotechnical engineering; Y. Dong, J. Ma, D.Wang & M.F. Randolph Numerical assessment on some preconditioners for elasto-plastic geotechnical finite element analysis; X. Chen, W. Dong, Y. Yu & K.K. Phoon Application of the generalised-α method in dynamic analysis of partially saturated media; J. Ghorbani, M. Nazem & J.P. Carter Local calibration of MEPDG rut models: Oklahoma’s experience from an instrumented pavement section; N. Hossain, D. Singh, M. Zaman & SM.S. Rassel Discontinuity layout optimization with adaptive node refinement; M. Crumpton, A.J. Abbo & S.W. Sloan Decision of the concrete parameters and fracture analysis of concrete for interactive analysis of soils and concrete structures; K. Okajima &T. Tanaka High Performance Computing preconditioners for the efficient solution of geomechanical models; M. Ferronato, C. Janna, G. Gambolati & F. Sartoretto A numerical approach for modelling the ploughing process in sands; E. Kashizadeh, J.P. Hambleton & S.A. Stanier Development and its validation of Rigid Plastic Moving Particle Simulation method; K. Isobe, S. Ohtsuka & T. Hoshina Material point method simulation of triaxial shear tests; W.T. Sołowski, S.W. Sloan & D.Wang The effect of consolidation path on undrained behaviour of sand – a DEM approach; H.B.K. Nguyen, M.M. Rahman, D.A. Cameron & A.B. Fourie A new stability analysis method of slopes considering progressive failure; K. Onishi & J.-C. Jiang Numerical implementation of a non-local Mohr-Coulomb model; X. Qu, M.-S. Huang, X. Gu & X.-L. Lu A numerical study of the penetration test at constant rod velocity; Q.A. Tran, B. Chevalier & P. Breul Numerical simulation of spudcan penetration using coupled Eulerian-Lagrangian method; H.D.V. Khoa Computational and reliability aspects of micro-geomechanics; R. Blaheta, R. Kohut, J. Starý & S. Sysala Numerical study on the influence of traditional soil foundation on the stability of masonry structure in Angkor with NMM-DDA; R. Hashimoto, T. Koyama, M. Mimura, M. Kikumoto, T. Saito, S. Yamada, M. Araya &Y . Iwasaki ; Constitutive modelling Analytical solution of a dynamical systems soil model; P.G. Joseph & J. Graham-Eagle The effect of constitutive modelling on estimates of the short-term response of squeezing ground to tunnel excavation; W. Dong & G. Anagnostou A semi-analytical procedure for circular opening in strain-softening rock mass with the unified strength criterion; L. Cui, J. Zheng & R. Zhang On the compression behaviour of structured soils; C. Yang, J.P. Carter & D. Sheng A viscoplastic subloading overstress model with a moving centre of homothety; J.R. Maranha, C. Pereira & A. Vieira A numerical model for the long-term stability of jointed rock slope; H.B. Bian, L.F. Zheng & J.F. Shao On plasticity-damage modeling of shales; F. Parisio, S. Samat & L. Laloui Numerical and analytical modeling of particle degradation; S. Nimbalkar & B. Indraratna Explicit finite deformation stress integration of the elasto-plastic constitutive equations; L. Monforte, M. Arroyo, A. Gens & J.M. Carbonell Modeling soil behaviors under principal stress rotations; Y. Yang, Z.Wang & H.-S. Yu Nonlinear strength criterion for municipal solid waste; X. Lu, H. Lai & M. Huang Propagation of seismic waves through saturated soft clay deposits: Constitutive and numerical modeling; G. Seidalinov & M. Taiebat Equivalent continuum model accounting for anisotropy in chalk by means of embedded joint sets; F. Rafeh, H. Mroueh & S. Burlon Numerical analysis and its verification of Azad earth dam in the period of construction; M. Karami, A. Aminjavaheri & A. Mazaheri ; Failure of geomaterials Experimentally observed shear bands in a Scandinavian soft clay subjected to an undrained shearing under the plane strain condition; V. Thakur Fatigue of geomaterials; R. Pytlik & S.V. Baars Punching shear coefficients for the design of working platforms; S.N.S. Eshkevari & A.J. Abbo A practical use of the finite element with an embedded interface for simulating the direct shear on brittle materials; T. Nishiyama &T. Hasegawa Failure propagation and mesh-dependency in coupled hydraulic-mechanical transient problems; R. Schuerch & G. Anagnostou Modeling of Excavation Damaged Zone through the strain localization approach in Boom clay; F. Salehnia, R. Charlier, X. Sillen & A. Dizier Experimental study of trapdoor problem in 3 dimensions with X-ray CT – transition from plane strain to 3D behavior; B. Chevalier, J. Otani & T. Mukunoki Strain localization of a soil column due to seismic loading; I. Rapti, A. Foucault, F. Voldoire, F. Lopez-Caballero & A. Modaressi-Farahmand-Razavi Centrifuge model experiments and granular element simulation on deformation of surface soil layer caused by the large displacement of reverse fault; K. Sassa, K. Kaneko, S. Nozoe, A. Yamamoto, N. Oyama & Y. Hashizume Characteristics of shear band in granular materials by discrete element modeling; X.Q. Gu, M.S. Huang & J.G. Qian Effect of confining pressure on strain localization of a sand specimen under plane strain condition; M. Mukherjee, A. Gupta & A. Prashant ; Coupled phenomena Salt domes deformation coupled to the flow of geothermal brine and oil; M.C. Suárez, F. Samaniego & X. Shen Numerical simulation of thermo-hydro-mechanically coupled processes during ground freezing and thawing; H. Kyokawa & Y.W. Bekele Predictable coupled behavior of buffer material in HLW repository; Y. Tsukada, A. Kobayashi & M. Chijimatsu Liquefaction of fluid-saturated soils; W. Ehlers & M. Schenke On spherically symmetric problems in thermo-poromechanics; A.P.S. Selvadurai &A.P. Suvorov Expression of the pore-pressure coefficient B with numerical simulation; Y. Sugiyama, H. Tanaka, K. Kawai &amp … (more)
- Publisher Details:
- Boca Raton : CRC Press
- Publication Date:
- 2014
- Extent:
- 1 online resource
- Subjects:
- 624.1510285
Engineering geology -- Data processing -- Congresses
Computer-aided engineering -- Congresses
Rock mechanics -- Data processing -- Congresses
Soil mechanics -- Data processing -- Congresses - Languages:
- English
- ISBNs:
- 9781315733197
- Related ISBNs:
- 9781138001480
- Notes:
- Note: Description based on CIP data; item not viewed.
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- Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
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- British Library HMNTS - ELD.DS.141167
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