International Journal for Numerical and Analytical Methods in Geomechanics 2002: Vol 26 Table of Contents

7 Pages·2002·1.3 MB·English

CONTENTS
Volume 26, Issue Nos. 1-15
International Journal for
NUMERICAL AND ANALYTICAL METHODS
IN GEOMECHANICS
Issue No. 1, January 2002
Coupled damage and plasticity modelling in transient dynamic analysis of concrete
F. Gatuingt and G. Pijaudier-Cabot
Analysis of undrained cavity expansion in elasto plastic soils with non-linear elasticity
L. F. Cao, C. |. Teh and M.-F. Chang
Numerical modelling of fluid flow in microscopic images of of granular materials
E. Masad, B. Muhunthan andC . Crowe
Effect of property variation and modelling on « onvection in a fluid overlying a porous
layer: B. Straughan
Issue No. 2, February 2002
Computational mechanics of the steel-concrete interf > |3 . Ben Romdhane and
F.-J. Ulm
A visco-plastic constitut ve model for granular soils modified according to non-lo
and gradient approaches: C. di Prisco, S. Ilmposimato and E. C. Aifantis
Numerical solution for consolidation and desiccation of soft soils: D. T
W. L. de Oliveira-Filho, X.-C. C~aa i and D. Znidarci
Efficient conditional modeli echnical uncertainty evaluation: A. J. Graettinger,
J. Lee and H. W. Reeves
Upper bound limit analysis using linear finite elementsi and non-tinear programming
A. V. Lyamin and S. W. Sloan
Issue No. 3, March 2002
Three-dimensional finite element analysis of the interaction between tunneling and
pile foundations: H. Mroueh and |. Shahrour
Explicit solutions for the instantaneous undrained contraction of hollow cylinders and
spheres in porous elastoplastic medium: A. Giraud, F. Homand and V. Labiouse
integration and calibration of a plasticity model for granular materials: L.J acobsson
and K. Runesson
Image-based modelling and analysis of microstructures for two-scale problems in
geomechanics: K. Terada, T. Kkyoya , M. Kazama, K. Lee and L. Oyang
Fundamental solutions for a fluid-saturated, transversely isotropic, poroelastic solid:
|. Taguchi and M. Kurashige
Issue No. 4, 10 April 2002
Drained cavity expansion in sands exhibiting particle crushing: A. R. Russell and
N. Khalili
Performance of Jacobi preconditioning in Krylov subspace solution of finite element
equations: F.-H. Lee, K. K. Phoon, K. C. Lim-and S. H. Chan
Source signature and elastic waves in a half-space under a sustainable line
concentrated impulsive normal force: M. Ziv
Failure criteria of anisotropically damaged materials based on the critical plane
concept: Z. Mroz and J. Maciejewski
Issue No. 5, 25 April 2002
Microstructural deformation mechanisms of unsaturated granular soils: J. A. Gili and
E. E. Alonso
A shear-dilation-based model for evaluation of hydraulically stimulated naturally
fractured reservoirs: M. K. Rahman, M. M. Hossain and S. S. Rahman
A fractal comminution approach to evaluate the drilling energy dissipation
A. Carpinteri and N. Pugno
Constitutive modelling of aggregate interlock in concrete: A. D. Jefferson
Issue No. 6, May 2002
Modelling of hygro-thermal behaviour and damage of concrete at temperature above
the critical point of water. D. Gawin, F. Pesavento and B. A. Schrefler
Instability of wave propagation in saturated poroelastoplastic media: X. Li, J.Z hang
and H. Zhang
Self-similar solution of a plane-strain fracture driven by a power-law fluid:
J. |. Adachi and E. Detournay
Dynamic interaction between the soil and an anchored sheet pile during seismic
excitation: G. Degrande, E. Praet, B.V an Zegbroeck and P. Van Marcke
Simulating the collapse of unsaturated soil by DEM: S. H. Liu and D. A. Sun
VOLUME CONTENTS
Issue No. 7, June 2002
Incrementalization of a single hardening constitutive model for frictional materials:
P. V. Lade and K. P. Jakobsen
Implementation algorithm for a single hardening constitutive model for frictional
materials: K. P. Jakobsen and P. V. Lade
Solute transport through a deforming porous medium: G. P. Peters and
D. W. Smith
A constitutive model for crushed salt: S. Olivella and A. Gens
Issue No. 8, July 2002
Three-dimensional analysis of single pile response to lateral soil movements:
J.L. Pan, A. T. C. Goh, K. S. Wong and A. R. Selby
Modelling of elastoplastic damage in concrete due to desiccation shrinkage:
F. Bourgeois, N. Burlion and J. F. Shao
Probabilistic analysis of underground pillar stability: D. V. Griffiths, G. A. Fenton and
C. B. Lemons
Simulation of localization failure with strain-gradient-enhanced damage mechanics
W. Zhou, J. Zhao, Y. Liu and Q. Yang
Identification of non-linear stress-strain-time relationship of soils using genetic
algorithm: X.-T. Feng, S. Li, H. Liao and C. Yang
Micromechanics of saturated and unsaturated porous media: X. Chateau and
L. Dormieux
Issue No. 9, 10 August 2002
Evolution of elastic properties in finite poroplasticity and finite element analysis:
D. Bernaud, V. Deudé, L. Dormieux, S. Maghous and D. P. Schmitt
Characterization and reconstruction of a rock fracture surface by geostatistics:
A. Marache, J. Riss, S. Gentier and J.-P. Chiles
Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment
and modelling: F. Collin, Y. J. Cui, C. Schroeder and R. Charlier
VOLUME CONTENTS
Issue No. 10, 25 August 2002
Tensor visualizations in computational geomechanics: B. Jeremi¢, G. Scheuermann,
J. Frey, Z. Yang, B. Hamann, K. |. Joy and H. Hagen
Modelling of anisotropic damage in brittle rocks under compression dominated
stresses: Y. F. Lu and J. F. Shao
A Generalized Backward Euler algorithm for the numerical integration of an isotropic
hardening elastoplastic model for mechanical and chemical degradation of bonded
geomaterials: C. Tamagnini, R. Castellanza and R. Nova
Fuzzy parameters analysis of time-dependent fracture of concrete dam models:
F. Barpi and S. Valente
Book review: T. Hueckel
Issue No. 11, September 2002
Semi-analytical elastostatic analysis of unbounded two-dimensional domains:
A. J. Deeks and J. P. Wolf
A unified approach to the implicit integration of standard, non-standard and viscous
plasticity models: R. de Borst and O. M. Heeres
A 2-D constitutive model for cyclic interface behaviour: G. Mortara, M. Boulon and
V. N. Ghionna
Evaluation of a constitutive model for clays and sands: Part | — sand behaviour:
J. M. Pestana, A. J. Whittle and L. A. Salvati
Evaluation of a constitutive model for clays and sands: Part Il — clay behaviour:
J. M. Pestana, A. J. Whittle and A. Gens
Issue No. 12, October 2002
A study of ground-structure interaction in dynamic plate load testing: B. B. Guzina
and S. Nintcheu Fata
Micromechanical modelling of monotonic drained and undrained shear behaviour of
granular media using three-dimensional DEM: T. G. Sitharam, S. V. Dinesh and
N. Shimizu
Parameter identification for lined tunnels in a viscoplastic medium: B. Lecampion,
A. Constantinescu and D. Nguyen Minh
Consistent tangent operators for constitutive rate equations: W. Fellin and
A. Ostermann
A complex variable solution for a deforming buoyant tunnel in a heavy elastic
half-plane: O. E. Strack and A. Verruijt
VOLUME CONTENTS
Issue No. 13, November 2002
Numerical simulation of the fracture process in cutting heterogeneous brittle
material: H. Y. Liu, S. Q. Kou and P.-A. Lindqvist
Transient deformation of a poroelastic channel bed: P. C. Hsieh, W. P. Shih and
L. H. Huang
Mode | crack propagation in concrete under fatigue: microscopic observations and
modelling: A. Toumi and A. Bascoul
A theoretical framework for constructing elastic/plastic constitutive models of triaxial
tests: |. F. Collins and T. Hilder
A simplified anaiysis method for piled raft and pile group foundations with batter
piles: P. Kitiyodom and T. Matsumoto
Issue No. 14, 10 December 2002
Direct, partitioned and projected solution to finite element consolidation models:
G. Gambolati, G. Pini and M. Ferronato
Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic
soils: Z. Yang and B. Jeremic
Template elastic-plastic computations in geomechanics: B. Jeremi¢ and Z. Yang
Analytical and numerical investigation of uniqueness and localization in saturated
porous media: H. W. Zhang and B. A. Schrefler
Elastic solutions for stresses in a transversely isotropic half-space subjected to three-
dimensional buried parabolic rectangular loads: C.-D. Wang and J.-J. Liao
Analysis of steady-state heat transfer through mid-crustal vertical cracks with upward
throughflow in hydrothermal systems: C. Zhao, B. E. Hobbs, H. B. Muhihaus, A. Ord
and G. Lin
Issue No. 15, 25 December 2002
Visual framework for development and use of constitutive models: Y. M. A. Hashash,
D. C. Wotring, J. I.-C. Yao, J.-S. Lee and Q. Fu
The point-estimate method with large numbers of variables: J. T. Christian and
G. B. Baecher
A constitutive model for granular materials with grain crushing and its application
to a pyroclastic soil: M. Cecconi, A. DeSimone, C. Tamagnini and
G. M. B. Viggiani
VOLUME CONTENTS
Comments on use of the Barcelona Basic Model for unsaturated soils: S. J. Wheeler,
D. Gallipoli and M. Karstunen
Explicit limit equilibrium solution for slope stability: D. Y. Zhu and C. F. Lee
AUTHOR INDEX