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EFFECTIVE STRESS HYPERBOLIC STRESS - STRAIN PARAMETERS FOR CLAY (1991)

Procedure for estimating the effective stress hyperbolic stress - strain parameters for normaly consolidated clays from the results of consolidation and direct shear tests
Reference:
Geotechnical Testing Journal, GTJODJ, Vol 14, No 2, 1991 pp 146 - 156
Organization:
University of Ilinois, USA
USA
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