Issues

Papers

Kinematic approach to limit load for steady penetration in rigid-plastic soils

A. Drescher; Y. Kang
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Tensile zone effects on performance of layered systems

E. T. Selig
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A landslide in Patonga claystone on the Sydney–Newcastle freeway

R. Fell; J. P. Macgregor; J. Williams; P. Searle
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The thickness of shear bands in granular materials

H. B. Mühlhaus; I. Vardoulakis
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The cone penetration test in sands: part II, general inference of state

K. Been; M. G. Jefferies; J. H. A. Crooks; L. Rothenburg
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Analysis of undrained soil deformation due to ground loss

C. Sagaseta
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Iterative analysis of pile–soil–pile interaction

Y. K. Chow
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The collapse of diaphragm walls retaining clay

M. D. Bolton; W. Powrie
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Rectangular hyperbola method of consolidation analysis

A. Sridharan; N. S. Murthy; K. Prakash
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Three-dimensional consolidation theory in terms of the velocity of solids

D. C. Helm
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The effect of local drainage in shear zones on the undrained strength of overconsolidated clay

J. H. Atkinson; D. Richardson
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Technical note

A note on the classification of peat

N. B. Hobbs
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discussion

Discussion: A synthetic soft rock for laboratory model studies

I. W. Johnston; S. K. Choi
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Discussion

Discussion: Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation

A. W. Skempton
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Discussion: A new device for measuring local axial strains on triaxial specimens

C. R. I. Clayton; S. A. Khatrush
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Corrigenda

The in situ wedge shear test—a new technque in soil testing

T. Mirata
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Centrifuge scaling considerations for fluid—particle systems

T.-S. Tan; R. F. Scott
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