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- W2110365927 abstract "The present study evaluates a procedure based on applying an additional confining stress on the surface to increase the stability of gentle slopes along relatively shallow sliding surfaces in liquefiable soils subject to catastrophic failure during earthquakes. The surface pressure can be developed by thin bearing plates placed on the slope face and tied back with prestressed steel anchors which penetrate through the soil mass well beyond the potential sliding surface. The investigation is based on a modified sliding block model to estimate the earthquake-induced undrained displacements, which incorporates the sensitivity of computed displacements to variations in yield acceleration. Results of a dynamic displacement analysis addressing the undrained seismic performance of a gentle infinite slope that experienced dierent levels of increase in eective confining stress due to a uniform load applied normal to the surface, illustrate the eectiveness of this measure in mitigating the earthquake-induced catastrophic landslide hazard." @default.
- W2110365927 created "2016-06-24" @default.
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- W2110365927 date "2005-05-01" @default.
- W2110365927 modified "2023-09-28" @default.
- W2110365927 title "Mitigation of Earthquake-Induced Catastrophic Landslide Hazard on Gentle Slopes by Surface Loading" @default.
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