A microstructurally based effective stress for unsaturated soils

被引：1

作者：

Murray, E. J. ^{[1
]}

Sivakumar, V. ^{[2
]}

机构：

[1] Murray Rix Geotech, Stoke Golding, England

[2] Queens Univ Belfast, Belfast BT7 1NN, Antrim, North Ireland

来源：

GEOTECHNIQUE | 2012年 / 62卷 / 05期

关键词：

BEHAVIOR; KAOLIN;

D O I：

10.1680/geot.11.D.004

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：463 / 465

页数：3

共 11 条

[1] Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study [J].

Alonso, E. E. ;

Romero, E. ;

Hoffmann, C. .

GEOTECHNIQUE, 2011, 61 (04) :329-344

[2]

[Anonymous], P 1 INT C UNS SOILS

[3] Experimental observations of the stress regime in unsaturated compacted clay when laterally confined [J].

Boyd, J. L. ;

Sivakumar, V. .

GEOTECHNIQUE, 2011, 61 (04) :345-363

[4] Micromechanics of saturated and unsaturated porous media [J].

Chateau, X ;

Dormieux, L .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (08) :831-844

[5] Revisiting the thermodynamics of hardening plasticity for unsaturated soils [J].

Coussy, Olivier ;

Pereira, Jean-Michel ;

Vaunat, Jean .

COMPUTERS AND GEOTECHNICS, 2010, 37 (1-2) :207-215

[6]

Dormieux L., 2006, Microporomechanics

[7]

Monroy R., 2010, P 1 EUR C UNS SOILS, P315

[8]

Murray E.J., 2010, Unsaturated Soils: A fundam ental Interpretation of Soil Behavior

[9]

Sivakumar V, 2010, GEOTECHNIQUE, V60, P581, DOI [10.1680/geot.8.P.007, 10.1680/geot.8.R007]

[10] Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation [J].

Thom, R. ;

Sivakumar, R. ;

Sivakumar, V. ;

Murray, E. J. ;

Mackinnon, P. .

GEOTECHNIQUE, 2007, 57 (05) :469-474

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