Issues

Papers

Three-dimensional finite element analysis of vertically loaded pile groups

M. Ottaviani, DME, DSc (Eng)
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Soil deformations near cantilever sheet pile walls

P. L. Bransby; G. W. E. Milligan
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Boundary Wedges in two-dimensional passive soil failure

D. R. P. Hettiaratchi; A. R. Reece
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The settlement of a foundation of Gibson soil of the second kind

A. O. Awojobi, DSc(Eng)
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Differential piezometer probe for an in situ measurement of sea-floor

A. F. Richards; K. Øten; G. H. Keller; J. Y. Lai
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Some properties of the Gault Clay from the Ely–Ouse Essex water tunnel

S. G. Samuels
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Apparent volume and shear strength of consolidated submerged sediments

F. F. R. Koenigs
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Soil mechanics and plasticity analysis of strain softening

J.-H. Prévost; K. Höeg
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Creep of a clay during shear and its rheological model

G. Ter-Stepanian, DSc (Eng)
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Strains developed in two rockfill dams during construction

J. A. Charles
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Boundary conditions, anisotropy and sample shape effects onthe stress-strain behaviour of sand in triaxial compression and plane strain

G. E. Green; D. E Reades
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Anisotropic elastic deformations in laboratory tests on undisturbed London Clay

J. H. Atkinson, PhD
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Tehnical Notes

Finite element analysis of the surface deformation due to a uniform loading on a layer of Gibson soil resting on a smooth rigid base

N. E. Simons; J. S. N. Rodrigues
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Technical Notes

A note on associated field solutions for boundary value problems in a variable φ-variable V soil

J. H. Atkinson; D. M. Potts
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Deformations near rupture surfaces in flowing sand

P. L. Bransby; P. M. Blair-Fish
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Settlement of a thick bed of normally consolidated uniform clay

P. De Simone; C. Viggiani
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Centrifugal testing applied to bearing capacity problems of footings on sand

N. Krebs Ovesen
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Application of centrifugal model tests in connexion with studies of flow patterns of contaminated water in soil structures

P. Laut
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The classification and description of near-shore carbonate sediments for engineering purposes

P. G. Fookes, PhD, BSc, MIMM, FGS; I. E. Higginbottom, BSc, ARCS, FGS
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Pore size distribution

P. Smart
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A note on the directional stability of driven piles

I. W. Burgess
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Discussion

Discussion: Some basic engineering properties of halloysite and allophane clays in Java, Indonesia

L. D. Wesley
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Discussion: Fabric changes in consolidated kaolin

I. McConnachie
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Discussion: The design of permanent cutting slopes in stiff fissured clays

R. J. Chandler; A. W. Skempton
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