ScholarLens Back to search
2012•Journal of Lanzhou Jiaotong UniversityRequires access

Earthquake Stability Analysis of Slope Based on Pseudo-static Method

Chen Lin-jie

Open publisher page 0 citations

Abstract

Combined with practical work,the limit equilibrium method and strength reduction FEM of pseudo-static method are applied to analyzing the stability of slope under earthquake,and the calculating principle and yield criterion etc.of this method are discussed.On the basis of obtaining the safety factors of slope by using the limit equilibrium method and strength reduction FEM,the safety stability of slope is evaluated.And the safety factors obtained by the both methods are compared.The results show that the pseudo-static method is available in earthquake stability analysis of slope.

About this research paper

What this paper is about

Combined with practical work,the limit equilibrium method and strength reduction FEM of pseudo-static method are applied to analyzing the stability of slope under earthquake,and the calculating principle and yield criterion etc.of this method are discussed.On the basis of obtaining the safety factors of slope by using the limit equilibrium method and strength reduction FEM,the safety stability of slope is evaluated.And the safety factors obtained by the both methods are compared.The results show that the pseudo-static method is available in earthquake stability analysis of slope.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Combined with practical work,the limit equilibrium method and strength reduction FEM of pseudo-static method are applied to analyzing the stability of slope under earthquake,and the calculating principle and yield criterion etc.of this method are discussed.On the basis of obtaining the safety factors of slope by using the limit equilibrium method and strength reduction FEM,the safety stability of slope is evaluated.And the safety factors obtained by the both methods are compared.The results show that the pseudo-static method is available in earthquake stability analysis of slope.

Key concepts: Strength reduction, Slope stability analysis, Stability (learning theory), Reduction (mathematics), Finite element method, Safety factor, Structural engineering, Slope stability

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
Earthquake Stability Analysis of Slope Based on Pseudo-static Method — Research Paper | ScholarLens