Liquefaction-Induced Dam Failure Simulation -- A Case for the Material Point Method

TL;DR

This paper demonstrates the effectiveness of the Material Point Method (MPM) in simulating liquefaction-induced dam failure, specifically applied to the 1971 San Fernando Dam, highlighting its ability to model large deformations with history-dependent materials.

Contribution

It introduces the application of MPM for seismic dam failure analysis, showcasing its advantages over traditional methods in modeling complex large deformations.

Findings

MPM successfully predicted the dam's final deformed shape.

The method effectively models large deformations with history-dependent materials.

Application to the San Fernando Dam case demonstrates practical utility.

Abstract

Seismic analysis of earthen dams is paramount to evaluate the risk of potential liquefaction and strain softening that can cause flow failure. Even though the current state of the art has moved away from the simplified empirical methods, modeling such large deformation flow failure remains a challenge especially in light of stress/strain history-dependent materials. The Material Point Method (MPM) describes the deformation of a continuum body discretized by a finite number of Lagrangian material points moving through an Eulerian background grid. The MPM is ideal for modeling large deformations with history-dependent constitutive models within the continuum framework. The upstream flow failure of the Lower San Fernando Dam during the 1971 San Fernando Earthquake is used in this paper to demonstrate the advantage of the MPM, where it successfully predicted the final deformed shape.