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- W618673463 abstract "Tests of models made of soil in geotechnical centrifuges have become accepted as a method of study of mechanisms of ground deformation with less expense or delay and with more control of ground conditions than tests of prototype scale. Centrifuge test results are reported for four different rectangular open pits excavated rapidly in saturated clay soil of uniform strength with depth. It is found that the mechanism by which such excavation will cause road pavements and buried services to fail will fit the axisymmetric mechanism, where the upper part of the pit wall tends only to move vertically and the wall movement is dominated by plastic deformation of the lower part of the pit wall. Support in the upper region will have little effect on this axisymmetric mechanism, and the stability of the pit will be controlled by the strength of the ground near the base of the excavation. The observed mechanism induces tension in the upper portion of the ground and induces compression failure at depth. Flexible road construction is rather weak in tension, so the observed mechanism is probably relevant to pits passing through a flexible road construction and entering a lower layer of soft ground. (Authors)" @default.
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- W618673463 date "1982-01-01" @default.
- W618673463 modified "2023-09-28" @default.
- W618673463 title "RECTANGULAR OPEN-PIT EXCAVATIONS MODELED IN GEOTECHNICAL CENTRIFUGE" @default.
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