Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Active seismic pressure against retaining wall backfilled with cohesive soils
This paper describes the derivation of an analytical expression for the active seismic pressure of soil (ASPS) against a retaining wall backfilled with a cohesive soil. The failure surface is assumed to be planar. ASPS values obtained by the pseudo-static and pseudo-dynamic methods are compared for different factors. Parametric investigation has demonstrated that the pseudo-static method is more conservative as compared with the quasi-dynamic method, which reflects a nonlinear distribution of ASPS along the wall.
Active seismic pressure against retaining wall backfilled with cohesive soils
This paper describes the derivation of an analytical expression for the active seismic pressure of soil (ASPS) against a retaining wall backfilled with a cohesive soil. The failure surface is assumed to be planar. ASPS values obtained by the pseudo-static and pseudo-dynamic methods are compared for different factors. Parametric investigation has demonstrated that the pseudo-static method is more conservative as compared with the quasi-dynamic method, which reflects a nonlinear distribution of ASPS along the wall.
Active seismic pressure against retaining wall backfilled with cohesive soils
Ruan, Xiaobo (Autor:in) / Cheng, Qiangqiang (Autor:in) / Sun, Shulin (Autor:in)
2013
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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