2012Unpublished venueRequires access

Review on Numerical Analysis of Dynamic Stability of Soil Slope

Yao Liang

Open publisher page 0 citations

Abstract

The methods used to evaluate the stability of soil slope under seismic action include the pseudo static analysis,Newmark sliding block analysis,and finite-element analysis.The development and deficiency of these methods are summarized and reviewed in this paper.A reasonable method to analyze the stability of soil slope under seismic action should consider various factors,including the dynamic constitutive model of slope soil,wave theory in porous media,seismic input of slope soil,and selection of evaluation index for stability of soil slope under seismic action.Based on the current research status and progress of the four aspects,a stability evaluation of safety degree of soil slope under seismic action is proposed in light of the static and dynamic finite element analysis.This method can determine the time history curve of dynamic displacement,permanent displacement,and dynamical safety factor of the feature point of slope slide,which can evaluate the stability of soil slope under seismic action.

About this research paper

What this paper is about

The methods used to evaluate the stability of soil slope under seismic action include the pseudo static analysis,Newmark sliding block analysis,and finite-element analysis.The development and deficiency of these methods are summarized and reviewed in this paper.A reasonable method to analyze the stability of soil slope under seismic action should consider various factors,including the dynamic constitutive model of slope soil,wave theory in porous media,seismic input of slope soil,and selection of evaluation index for stability of soil slope under seismic action.Based on the current research status and progress of the four aspects,a stability evaluation of safety degree of soil slope under seismic action is proposed in light of the static and dynamic finite element analysis.This method can determine the time history curve of dynamic displacement,permanent displacement,and dynamical safety factor of the feature point of slope slide,which can evaluate the stability of soil slope under seismic action.

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

The methods used to evaluate the stability of soil slope under seismic action include the pseudo static analysis,Newmark sliding block analysis,and finite-element analysis.The development and deficiency of these methods are summarized and reviewed in this paper.A reasonable method to analyze the stability of soil slope under seismic action should consider various factors,including the dynamic constitutive model of slope soil,wave theory in porous media,seismic input of slope soil,and selection of evaluation index for stability of soil slope under seismic action.Based on the current research status and progress of the four aspects,a stability evaluation of safety degree of soil slope under seismic action is proposed in light of the static and dynamic finite element analysis.This method can determine the time history curve of dynamic displacement,permanent displacement,and dynamical safety factor of the feature point of slope slide,which can evaluate the stability of soil slope under seismic action.

Key concepts: Slope stability analysis, Stability (learning theory), Geotechnical engineering, Displacement (psychology), Slope stability, Finite element method, Geology, Safety factor

Related papers

Back to paper searchBrowse research topicsOriginal source
Review on Numerical Analysis of Dynamic Stability of Soil Slope — Research Paper | ScholarLens