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- W616897673 abstract "In this report the previous work on stability of axisymmetric excavations is summarized and the critical failure mode is discussed. An upper bound soulution for the stability of a vertical excavation of circular cross-section which has no lateral support is presented, where the undrained shear strength of the soil has either a zero or a non zero value at the ground surface and increases linearly with depth." @default.
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- W616897673 date "1982-01-01" @default.
- W616897673 modified "2023-09-26" @default.
- W616897673 title "STABILITY OF AXISYMMETRIC EXCAVATIONS IN NORMALLY CONSOLIDATED CLAYS" @default.
- W616897673 hasPublicationYear "1982" @default.
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