Recent developments of the Material Point Method for the simulation of landslides

被引：16

作者：

Alonso, E. E. ^{[1
]}

Yerro, A. ^{[1
]}

Pinyol, N. M. ^{[1
]}

机构：

[1] Univ Politecn Cataluna, BarcelonaTech, Dept Geotechn Engn & Geosci, ES-08034 Barcelona, Spain

来源：

INTERNATIONAL SYMPOSIUM ON GEOHAZARDS AND GEOMECHANICS (ISGG2015) | 2015年 / 26卷

关键词：

STRENGTH; CRITERIA; FAILURE;

D O I：

10.1088/1755-1315/26/1/012003

中图分类号：

P3 [地球物理学]; P59 [地球化学];

学科分类号：

0708 ; 070902 ;

摘要：

The paper describes first the theoretical framework of a "single layer" three phase material. The formulation is general and particular cases are dry and fully saturated soils. The formulation and discretization of the motion and balance equations is presented. Two constitutive equations are used in the applications described: A brittle model for saturated soils and a Mohr-Coulomb elastoplastic soil formulated in terms of net stress and suction. Three aspects of the behaviour of landslides are discussed: first time failures in over-consolidated clays; internal shearing in deep seated landslides and rain induced failures in unsaturated slopes. The discussion is supported by three real cases which are described and analyzed in detail.

引用

页数：32

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