Issues

Editorial

Editorial

G. Sills
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Papers

A probabilistic approach to sand particle crushing in the triaxial test

A. F. L. Nakata; M. Hyde; H. Hyodo; Murata
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Slope stability analysis based on the rigid finite element method

Xiong Zhang
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Severn–Trent sand: a kinematic-hardening constitutive model: the q–p formulation

A. Gajo; Muir Wood
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On the measurement of the undrained strength of discontinuities in the direct shear box

R. J. Chandler; P. S Hamilton
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Wave-induced liquefaction of beds of sand in a centrifuge

S. Sassa; H. Sekiguchi
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A simple test methodology for soils under transportation routes

J. T. shahu; Yudhbir; Kameswara Rao
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Depth-dependent permeability in London Clay measured using standpipe piezometer equilibration data

N. Dixon; E. N. Bromhead
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A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus

F. Oka; A. Yashima; A. Tateishi; Y. Taguchi; A. Yamashita
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Observed performance of a short diaphragm wall panel

C. W. W. Ng; D. B. Rigby; G. H. Lei; S. W. L. Ng
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Technical Note

Stability of epoxy grout for offshore soil stabilization

P. K. Currie; H. G. Hydendaal; C. J. Kenter
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Technical Notes

Non-linear creep of soils in oedometer tests

J.-H. Yin
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