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Publications tagged with [critical state soil mechanics]

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A CRITICAL STATE INTERPRETATION FOR THE CYCLIC LIQUEFACTIONRESISTANCE OF SILTY SANDS (2003)
Contrary to many laboratory investigations, common empirical correlations from in situ tests consider that the increase in the percentage of fines leads to an increase of the cyclic liquefaction resistance of sands. This paper draws upon the integrated Critical ...
Reference: Soil Dynamics and Earthquake Engineering 23 (2003) 115-125
PLASTICITY MODEL FOR SAND UNDER SMALL AND LARGE CYCLIC STRAINS: A MULTIAXIAL FORMULATION (2002)
This paper presents the multiaxial formulation of a plasticity model for sand under cyclic shearing.
Reference: Soil Dynamics and Earthquake Engineering 22 (2002) 1941-204
A CRITICAL STATE EVALUATION OF FINES EFFECT ON LIQUEFACTION POTENTIAL (2001)
This paper analyses the effect of fines content f(%) on cyclic liquefaction resistance in a Critical State Soil Mechanics context.
Reference: Proceedings: Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor W.D. Liam Finn San Diego, California, March 26-31, 2001 Paper No. 4.06
RE-APPRAISAL OF TERZAGHI'S SOIL MECHANICS (2001)
<p>This Lecture will re-appraise the normal soil mechanics theory by contrasting it with the alternative theory of soil mechanics.</p>
Reference: "International Society of Soil Mechanics and Geotechnical Engineering Conference in Istanbul August 2001"
UNDRAINED SHEAR STRENGTH OF LIQUEFIED SANDS FOR STABILITY ANALYSIS (1992)
Evaluation of postliquefaction shear strength or critical strength ratio and back analysis of slope instability of dam.
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol 118, No 11, 1992
CRITICAL STATE SOIL MECHANICS (1968)
<p>Text book on critical state soil mechanics.</p>
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CRITICAL STATE MODELS AND SMALL-STRAIN STIFFNESS
Critical state models are highly successful in reproducing the behavior of soft clays as far as the major differences between elastic and plastic behavior are concerned. However, they are not able to model the non-linear behavior of soils at small strains. ...
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