Issues

Paper

Barodesy for clay

G. Medicus; W. Fellin; D. Kolymbas
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The delivery of bulk liquids as aerosols in granular soils for engineering purposes

M. Dyer; N. Glew; M. Viganotti
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Simulating pressure-induced compaction by grain rearrangement

C. M. Sands; H. W. Chandler
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Influence of initial dry density on soil-water characteristics of two compacted soils

A. Mirzaii; S. S. Yasrobi
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Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures

J. de Bono; G. Mcdowell; D. Wanatowski
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Theoretical basis of ultimate limit state design

C. C. Smith
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Comparing CPTU Q–F and Q–Δu2/σv0′soil classification charts

J. A. Schneider; J. N. Hotstream; P. W. Mayne; M. F. Randolph
View articletitled, Comparing CPTU <em>Q</em>–<em>F</em> and <em>Q</em>–<em>Δ</em><em>u</em><sub>2</sub>/σ<sub>v0</sub>′soil classification charts
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Discussion

Discussion: Heterogeneity and soil element testing

D. Muir Wood; D. Lesniewska
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