Abstract: It is shown that the single closed-form expression, ☌

Abstract: Closed-form expressions for the earthquake-induced shear stress magnitude in soils and its phase shift with respect to the ground acceleration are presented. They are expressed as functions of the depth, the damping ratio ...

Abstract: The relative safety of neighboring geotechnical structures depends on the degree of dependence between them. This dependence is considered to exist if there is overlapping of their potential failure surfaces. A simple ...

Abstract: High ground‐water levels are a principal cause of slope instability and of significance in other geotechnical engineering problems. A methodology has been developed, and is described in this paper, for predicting the ...