Issues

Original article

Stiff sedimentary clays: geological origins and engineering properties

R.J. CHANDLER
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Engineering in stiff sedimentary clays

B. SIMPSON
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A microstructurally based effective stress for unsaturated soils

E.E. ALONSO; J.-M. PEREIRA; J. VAUNAT; S. OLIVELLA
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Behaviour of an old masonry tunnel due to tunnelling-induced ground settlement

H. MOHAMAD; P.J. BENNETT; K. SOGA; R.J. MAIR; K. BOWERS
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Analysis of the cone penetration test in layered clay

J. WALKER; H.-S. YU
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Technical note

Effectiveness of filters in reducing consolidation time in routine laboratory testing

V. SIVAKUMAR; P. MACKINNON; J. ZAINI; P. CAIRNS
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Techical note

The use of particle size distribution by surface area method in predicting the saturated hydraulic conductivity of graded granular soils

L.D.O. TRANI; B. INDRARATNA
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Discussion

Anisotropic creep model for soft soils M. LEONI, M. KARSTUNEN and P. A. VERMEER (2008), Géotechnique 58, No. 3, 215–226

E.J. den Haan
View articletitled, Anisotropic creep model for soft soils M. LEONI, M. KARSTUNEN and P. A. VERMEER (2008), <em>Géotechnique</em> <strong>58</strong>, No. 3, 215–226
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Theoretical description of embankment erosion owing to overflow K. FUJISAWA, A. KOBAYASHI and S. AOYAMA (2009). Géotechnique 59, No. 8, 661–671

Ashok K. Chugh
View articletitled, Theoretical description of embankment erosion owing to overflow K. FUJISAWA, A. KOBAYASHI and S. AOYAMA (2009). <em>Géotechnique</em> <strong>59</strong>, No. 8, 661–671
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Contents of volume

CONTENTS OF GÉOTECHNIQUE VOLUME LX

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Index to volume

INDEX TO GÉOTECHNIQUE VOLUME LX

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