Issues

Papers

Observed stress–strain behaviour of remoulded saturated clay under plane strain conditions

M. Topolnicki; G. Gudehus; B. K. Mazurkiewicz
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Development and applications of a synthetic material to simulate soft sedimentary rocks

B. Indraratna
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Seismic stability analysis of rockfill dams

M. Kikusawa
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Radial consolidation of a phase-change soil

R. F. Soctt
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The orientation of shear bands in biaxial tests

P. A. Vermeer
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Response of an axially loaded elastic pile in a Gibson soil

R. K. N. D. Rajapakse
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Micromechanical modelling of cemented sands under low amplitude oscillations

C. S. Chang; A. Misra; S. S. Sundaram
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Seismic bearing capacity factors of shallow strip footings

S. K. Sarma; I. S. Iossifelis
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Technical Note

A rational interpretation of pore pressure parameters

G. N. Pande; S. Pietruszcak
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Filter tests—direct or indirect

M. H. Goldsworthy
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An approximate solution to contaminant transport by parabolic isochrones

P. J. Hensley; A. N. Schofield
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Uplift capacity of plate anchors buried in a two-layered sand

A. Bouazza; T. W. Finlay
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Discussion

Discussion: Class A prediction of Arctic caisson performance

M. A. Hicks; I. M. Smith
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Discussion: Change in pore size distribution due to consolidation of clays

F. J. Griffiths; R. C. Joshi
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Discussion: Using the BS cone penetrometer for the determination of the plastic limit of soils

J. A. Harison
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Discussion: Resistance of passive inclined anchors in cohesionless medium

E. J. Murray; J. D. Geddes
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Discussion: Interpretation by numerical modelling of changes of fracture system hydraulic conductivity induced by fluid injection

T. R. Harper, ???; N. C. Last
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