Localization and Bifurcation Theory for Soils and Rocks

Name: Localization and Bifurcation Theory for Soils and Rocks
Brand: TAYLOR & FRANCIS
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Proceedings of the fourth international workshop, Gifu, Japan, 28 September - 2 October 1997

By: Adachi Toshihisa (Editor), Fusao Oka (Editor), Atsushi Yashima (Editor)

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Hardcover | 1 January 1998 | Edition Number 1

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Strain localization, bifurcation and plastic instability phenomena play important roles as precursors of failure of geomaterials. In geomechanics, it has been recognized that stiff soils such as overconsolidated or cemented soils are progressively strained and reach failure with shear banding and that a strain-softening phenomenon in the stress-strain relation is observed on a macroscopic level. The proper modelling of strain localization and bifurcation phenomena and its role in deformation and progressive can be very significant in such engineering problems as slope stability, liquefaction, borehole stability, the stability of foundations, embankments, retaining walls, excavations and faulting, etc. Theoretical work has been directed towards developing constitutive models and analyzing strain localization. In experimental works, much effort has been made to gain insight into the development of shear bands and the measuring of shear band structures. In geotechnical practice, it is often pointed out that existing designing and/or construction techniques should be reevaluated for dealing with geostructures, which are prone to progressive failure.

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Preface
Organization
List of participants
Shear localization in simple grain skeletons with polar effects	p. 3
A semi-analytic approach for the bifurcation analysis of thick-walled hollow cylinders under different internal and external pressures	p. 11
Elasto-viscoplastic constitutive model with strain softening and progressive failure of cut slope	p. 21
Incremental non linearity, bifurcation and shear banding	p. 33
Homogeneous bifurcation in soils	p. 43
Generalised continuum theories for granular and layered materials revisited	p. 51
A micro-macroscopic study of soil-structure interfaces: Experimental results and D. E. M. modelling	p. 59
Static and dynamic characteristics of strain gradient dependent elastic and elasto-viscoplastic models	p. 71
The dependence of shear banding on pressure and density in hypoplasticity	p. 81
A relation between parameters of a hypoplastic constitutive model and grain properties	p. 91
A review on the use of jump conditions for localization problems	p. 99
Localisation effects in a compaction process under a rigid rolling cylinder	p. 107
Localisation in earthquake simulation experiments	p. 117
Bifurcation and stability analyses of initiation and evolution of periodic defects	p. 127
Tectonic stress migration as nonlinear wave process along earth crust faults	p. 137
Mechanism of microcracking localization of compressive rocks: Anisotropic interaction between microcracks	p. 143
Localisation of deformations in elasto-plastic and elasto-visco-plastic solids	p. 153
On stable deformation of 'unstable' materials in a non-rigid triaxial testing machine	p. 159
A constitutive model for cemented sands	p. 165
Neural network as a tool for constitutive modeling	p. 173
Mechanics of assembly of rigid particles	p. 181
Sand anchors - Simulations with a Couette device	p. 189
Progressive flow failure analysis of liquefied subsoil as the Bingham fluid	p. 199
Conditions for the localization of deformation in finite elastic-plastic deformations	p. 209
The role of the characteristic line in static soil behavior	p. 221
Observations of slip surfaces in bearing capacity tests in the centrifugal field	p. 231
Experiments on strain localisation in dense sand under isochoric conditions	p. 239
Localization of strains in plane strain compression of sand	p. 249
Occurrence and features of shear zones in clay	p. 259
Error estimation and mesh refinement for computations of localisation in geomaterials	p. 271
Numerical analyses of shear band development under undrained condition	p. 281
Couple stress in DEM analysis	p. 289
Micromechanical basis of continuum models for granular media	p. 295
Modelling of strain localisation in fully saturated soils	p. 305
Instability of loose sand specimens in undrained tests	p. 313
Numerical modelling of shear localisation with a polar hypoplastic approach	p. 323
Delayed failure due to pore water migration	p. 333
Dilatancy localization in clay specimen under shearing	p. 345
Author index	p. 355
Table of Contents provided by Blackwell. All Rights Reserved.

Localization and Bifurcation Theory for Soils and Rocks

Proceedings of the fourth international workshop, Gifu, Japan, 28 September - 2 October 1997

At a Glance

Hardcover

Shipping

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