A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability of Axisymmetric Excavations in Normally Consolidated Clays
In this report the previous work on stability of axisymmetric excavations is summarized and the critical failure mode is discussed. An upper bound solution 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.
Stability of Axisymmetric Excavations in Normally Consolidated Clays
In this report the previous work on stability of axisymmetric excavations is summarized and the critical failure mode is discussed. An upper bound solution 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.
Stability of Axisymmetric Excavations in Normally Consolidated Clays
A. M. Britto (author) / O. Kusakabe (author)
1982
36 pages
Report
No indication
English
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