Issues

Original article

The plastic limit of clays

S.K. HAIGH; P.J. VARDANEGA; M.D. BOLTON
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Effect of initial water content on undrained shear behaviour of reconstituted clays

Z.-S. HONG; X. BIAN; Y.-J. CUI; Y.-F. GAO; L.-L. ZENG
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Displacement-based internal design of geosynthetic-reinforced earth structures subjected to seismic loading conditions

F. VAHEDIFARD; D. LESHCHINSKY; C.L. MEEHAN
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Compacted soil behaviour: initial state, structure and constitutive modelling

E.E. ALONSO; N.M. PINYOL; A. GENS
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II cycle compressibility from satellite measurements

M. FERRONATO; N. CASTELLETTO; G. GAMBOLATI; C. JANNA; P. TEATINI
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Quantifying the evolution of soil fabric during shearing using directional parameters

J. FONSECA; C. O'SULLIVAN; M.R. COOP; P.D. LEE
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The nature and origin of deep ocean clay crust from the Gulf of Guinea

M. KUO; M. BOLTON
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Technical note

Exact drained solution for cylindrical cavity expansion in modified Cam Clay soil

S.L. CHEN; Y.N. ABOUSLEIMAN
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An extended limit analysis of three-dimensional slope stability

Y.F. GAO; F. ZHANG; G.H. LEI; D.Y. LI
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Discussion

A constant-head pumping test method using direct-push equipment for in situ hydraulic conductivity measurements T. KOBAYASHI, N. ONOUE, S. OBA, N. YASUFUKU and K. OMINE (2012). Géotechnique 62, No. 3, 253–262, http:dx.doi.org/10.1680/geot.9.P.150

C.J. Neville
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