Using state parameter to improve numerical prediction of a generalized plasticity constitutive model

A state parameter for sands

K. Been, M. G. Jefferies · Géotechnique · 1985 · 1.9K citations

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Liquefaction and flow failure during earthquakes

Kenji Ishihara · Géotechnique · 1993 · 1.8K citations

Engineering, Civil Engineering, Earthquake Engineering +11

The stress-dilatancy relation for static equilibrium of an assembly of particles in contact

P. W. Rowe · Proceedings of the Royal Society of London A Mathematical and Physical Sciences · 1962 · 1.6K citations

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On The Yielding of Soils

K. H. Roscoe, A. N. Schofield, C. P. Wroth · Géotechnique · 1958 · 1.4K citations

Engineering, Civil Engineering, Geotechnical Engineering +12

Soil behaviour and critical state soil mechanics

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · 1992 · 1.3K citations

Engineering, Civil Engineering, Soil Sciences +14