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GEOTECHNIQUE

Editorial Advisory Panel

Chairman and Honorary Editor Professor A. M. Puzrin ETH Zürich, Switzerland Members

Professor A. Amorosi Politecnico di Bari, Italy Dr Z. Cabarkapa

Geotechnical Consulting Group, London Dr D. N. Chapman.

University of Bitmingham Dr Y. P. Cheng

University College, London Dr P. J. Cleall

Cardiff University Dr Y-J. Cui

Ecole Nationale des Ponts et Chaussées, France Professor A. Gens

Universitat Politecnica de Catalunya, Barcelona, Spain

Dr S. Haigh

University of Cambridge Dr E. Ibraim

University of Bristol Dr J. Knappett University of Dundee Dr R. Lagioia

University of Brescia, Italy Professor L. Laloui

Ecole Polytechnique Fédédrale de Lausamle, Switzerland

Dr W Murphy University of Leeds Mr A. O'Brien

Mot! MacDonald, Croydon Dr C. O'Sullivan Imperial College, London Dr A. Osman

Durham University Professor M. Randolph

University of Western Australia, Perth, Australia Professor D. J. Richards

University of Southampton Dr M. Rouainia University of Newcastle Professor A. Tarantino

University of Strathclyde, Glasgow Dr N. 1. Thusyanthan

University of Cambridge

General Manager, lCE Publishing Mr M. Cookson Editorial Coordinators Mr C. Schaper &

Ms S. Walker

Production Editor Mr P. Allanson ISSN 0016-8505 (Print)

ISSN 1751-7656 (Online)

@ The authors and Institution of Civil Engineers 2012

Indexed by SCI, Current Contents, Compendex, Geo Abstracts, Elsevier Science Direct, Citeseer and others

APRIL 2012

VOLUME LXII NUMBER 4

Contents

281 Drained cyc1ic behaviour of loose Dogs Bay sand S. Lopez-Querol and M. R. Coop

Compression behaviour of natural and reconstituted c1ays Z.-S. Hong, L.-L. Zeng, Y.-J. Cui, Y.-Q. Cai and C. Lin 291

303 On the role ofbond breakage due to unloading in the behaviour of

weak sandstones

.

G. Alva!"ado, M. R. Coop and S. Willson

Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift

H. E. Acosta-Martinez, S. Gourvenec and M. F. Randolph Response.evaluation of horizontally loaded pile groups in c1ayey soils

E. M. Comodromos and M. C. Papadopoulou

Simple approach to predicting ground displacements caused by tunnelling in undrained anisotropic elastic soil

A. M. Puzrin, J. B. Burland and J. R. Standing 317

329

341

Technical Notes

353 Numerical simulation of pressure-controlled cavity expansion process in clay at constant volumetrie expansion rate

A. T. Yeung, S. K. A. Au and T. H. Lam

Stable inversion of measured Vpand Vsto estimate porosity in fluid-saturated soils

C. G. Lai and J. G. F. Crempien de la Carrera 359

Discussion

365 Development of a generalised formula for dynamic active earth thrust

W.-c. Kim, D. Park and B. Kim Book reviews

367

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