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GEOTECHNIQUE
Editorial Advisory Panel
Chairman and Honorary Editor Professor C. R. I. Clayton University of Southampton
Members
Professor E. E. Alonso
Universitat Politecnica de Catalunya, Barcelona, Spain
Dr B. A. Baudet University College, London Dr P. Bourne- Webb
Cementation Foundations Skanska, Herts Dr A. Brennan
University of Dundee Dr B. Byrne University of Oxford Dr A. C. F. Chiu
Hohai University, Nanjing, P.R. China Assoc. Prof essor F. Cotecchia Politecnico di Bari Professor M. Fahey
University of Western Australia Dr R. J. Fowell
University of Leeds Dr D. Gallipoli University of Glasgow Dr S. Glendinning University of Newcastle Professor I. Rerle
Technical University of Dresden, Germany Dr M. Karstunen
University of Strathclyde, Glasgow Dr J. R. McDougall
Napier University, Edinburgh Dr G. W. E. Milligan Oxford
Professor R. Nova Politecnico di Milano, ltaly
DrT.Ocr
Trinity College, Dublin Assoc. Professor K. K. Phoon National University of Singapore Professor A. Puzrin
Swiss Federal Institute of Technology, ETH Zurich
Dr T. Roberts WJ Groundwater, Rerts Professor C. D. F. Rogers University of Birmingham Professor E. Rust
University of Pretoria, South Africa Professor F. Schnaid
Federal University of Rio Grande do Sol, Brazil Dr R. S. Sharma
Louisiana State University, USA Professor S. Shibuya
KobeUniversity, Japan Dr C. Smith Universityof Sheffield Dr A. Zervos
Universityof Southampton Publisher Mr L. Reward-Mills
Editorial Coordinators Mc C. Schaper &
Ms S. Banerjee
Production Editor Mc P. Allanson
Il
ISSN 0016-8505 (Print) ISSN 1751-7656 (Online)
~ The authors and Institution of Civil Engineers 2009
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Indexed by SCI, Current Contents, Compendex, Geo Abstracts, Elsevier Science Direct, Citeseer and others
SEPTEMBER 2009 VOLUME LIX NUMBER 7
Contents
571 Influence of axialload on lateral pile response in liquefiable soils.
Part 1: physical modelling
J. A. Knappett and S. P. G. Madabhushi
Influence of axialload on lateral pile response in liquefiable soils.
Part II: numerical modelling
J. A. Knappett and S. P. G. Madabhushi 583
593 Design oflaterally loaded piles in clays based on cone penetration test data: a reliability-based approach
S. Haldar and G. L. Sivakumar Babu
Measurement depth of vibratory roller-measured soil stiffuess R. V. Rinehart and M. A. Mooney
609
621 Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation
A. Ezaoui and H. Di Benedetto
Technical Notes
637 Comparison of vacuum consolidation with surcharge load induced consolidation of a two-Iayer system
J.-C. Chai, K. Matsunaga, A. Sakai and S. Hayashi
Influence of particle breakage on the resilient modulus of railway
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