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- W2079943597 abstract "Previous work on the implieations of assuming soil to be a perfectly plastic body is extended. A brief discussion is given of suitable general forms of the yield or sliding criterion for soils. Coulomb's equation is interpreted in terms of a modified Tresca as well as a modified Mises rule. Particular attention is given to a soil unable to take tension but which exhibits both cohesion and internal friction in sliding action. Indication is given of an interesting development of complete solutions. The stability of unbraced vertical-walled cuts is then treated. A brief description of the application of the general limit theorems to inhomogeneous soil is also included to demonstrate their power." @default.
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- W2079943597 date "1953-07-01" @default.
- W2079943597 modified "2023-10-13" @default.
- W2079943597 title "Limit analysis of two and three dimensional soil mechanics problems" @default.
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- W2079943597 doi "https://doi.org/10.1016/0022-5096(53)90001-5" @default.
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