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Nonlinear Failure Envelope for Soils
Publisher: American Society of Civil Engineers
Abstract: The reasons for nonlinearity of failure envelopes for soils are examined and a simple expression for the variation of the angle of shearing strength with stress level is proposed. The nonlinear failure envelope in terms ...
Discussion of “Drained Residual Strength of Cohesive Soils” by Timothy D. Stark and Hisham T. Eid
Publisher: American Society of Civil Engineers
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