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- W179772084 abstract "Experimental studies have shown that the undrained strength of one-dimensionally consolidated clay may vary with orientation of the failure plane. Three of the types of variation found by trimming unconsolidated-undrained compression test specimens in different directions are shown in Fig. 1. Variations of undrained strength such as those shown in Fig. 1 may result from anisotropy with respect to the values of the effective stress strength parameters, or anisotropy with respect to development of changes in pore-water pressures, or both; they may also result from reorientation of the principal stress directions during sampling and testing." @default.
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- W179772084 title "Strength Variation Along Failure Surfaces in Clay" @default.
- W179772084 doi "https://doi.org/10.1061/jsfeaq.0000927" @default.
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