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Soils and Foundations

CONTENTS

Vol.49 No.3
June 2009

SPECIAL ISSUE ON GEOMECHANICS OF STRUCTURED MATERIALS

FOREWORD                                                                                                      L. Laloui and V. De Gennaro
TECHNICAL PAPERS
Degradation of Compacted Marls : A Microstructural Investigation
R. Cardoso and E.E. Alonso ... 315
Identification of Bonded Clay Parameters in SBPM Tests : A Numerical Study
N.A. Gonzalez, M. Arroyo and A. Gens ... 329
A Multilaminate Model with Destructuration Considering Anisotropic Strength and Anisotropic Bonding
V. Galavi and H.F. Schweiger ... 341
An Approach to the Interpretation of the Mechanical Behaviour of Intensely Fissured Clays
C. Vitone, F. Cotecchia, J. Desrues and G. Viggiani ... 355
Behaviour of Unsaturated Aggregated Soil in Oedometric Condition
A. Koliji, L. Laloui and L. Vulliet ... 369
Comparison of Predictive Capabilities of Selected Elasto-Plastic and Hypoplastic Models for Structured Clays
D. Masin ... 381


TECHNICAL PAPERS
Confidence and Accuracy in Determination of Critical State Friction Angle

M. Ghafghazi and D. Shuttle

... 391
Measurements of Soil Deformation by Means of Cone Penetrometer

Rh. Reiffsteck, L. Thorel, C. Bacconnet, R. Gourves and H.C. van de Graaf

... 397
The Mechanics of Inflatable Anchors in Cohesionless Soil

T. Newson, S. Hinchberger and Y. Liang

... 409
Experimental Study on the Cyclic Resistance of a Natural Loess from Northern France
J.P. Karam, Y.J. Cui, A. M. Tang, J.-M. Terpereau and G. Marchadier ... 421
Reappraisal of the Activity of Clays. Activity Chart
E. Polidori ... 431
Energy Approach towards Stress-Dilatancy Formulation Based on Double Slip-Rotation Rate Concept
P. Guo ... 433
Behaviour of Pile Group behind a Sheet Pile Quay Wall Subjected to Liquefaction-Induced Large Ground Deformation Observed in Shaking Test in E-Defense Project
R. Motamed, Ikuo Towhata, Tsuyoshi Honda, Susumu Yasuda, Kentaro Tabata and Hiroshi Nakazawa ... 459
An Experimental Study of the Drained Capacity of Suction Caisson Foundations under Monotonic Loading for Offshore Applications
F.A. Villalobos, B.W. Byrne and G.T. Houlsby ... 477
TECHNICAL NOTE
Determination of Shear Wave Velocity using Bender Elements Using Variable-Path Length Method
T. Boonyatee, K.-H. Chan and Toshiyuki Mitachi ... 489

JGS NEWS

... I-II

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