Stability analysis of infinite clayey slopes subjected to pore pressure changes

被引：42

作者：

Conte, E. ^{[1
]}

Troncone, A. ^{[1
]}

机构：

[1] Univ Calabria, I-87036 Arcavacata Di Rende, Italy

来源：

GEOTECHNIQUE | 2012年 / 62卷 / 01期

关键词：

groundwater; limit equilibrium method; pore pressures; slopes; theoretical analysis; time dependence;

D O I：

10.1680/geot.10.T.002

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A simplified method is proposed for the stability analysis of clayey slopes subjected to pore pressure changes. The method is based on the infinite slope model and takes advantage of an analytical solution to evaluate the changes in pore pressure at the potential (or pre-existing) failure surface directly from the pore pressure measurements at a piezometer which is installed above this surface. A case study documented in the literature is analysed as an application.

引用

页码：87 / 91

页数：5

共 9 条

[1]

Bertini T., 1984, IV International Symposium on Landslides [Canadian Geotechnical Society]., P367

[2]

Bertini T., 1986, Proc. XVI Conv. Naz. Di Geotecnica, V1, P91

[3] A numerical procedure for predicting rainfall-induced movements of active landslides along pre-existing slip surfaces [J].