Multi-Line Model for Liquefaction of Earth-dam

The behavior of earth-dam body as a structure made of cohesive soil in core and non-cohesive soil as the core supports and water interaction at upstream upon a multi-line constitutive equations is the aim of this paper. A multi-plane mechanism-based approach is successfully employed for assigning post-liquefaction displacement of earth-dam structures. The approach is presented through the simulated of the case history as the response of the lower San Fernando dam to the ١٩٧١ San Fernando earthquake.

کلیدواژه ها:

Multi-Line ، Model ، Liquefaction ، Earth Dam