An Exact Plasticity Method Is Presented for Calculating the Undrained Stability of Cuttings in Normally Consolidated Clay. The Stability of the Slope Is Considered in Relation to a Slope of Infinite Extent and to a Slope of Finite Extent. Results Are Compared With Those of the Slip Circle Analysis of Gibson and Morgenstern. /TRRL/
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Booker et al. (1972) studied this question.
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