2012International Conference on Electric Information and Control EngineeringRequires access

The Slope Reliability Analysis Based on Strength Reduction FEM

Yingxiang Wu, Dongsheng Liu

Open publisher page 0 citations

Abstract

Based on the traditional strength reduction FEM, the variability of geotechnical parameters is introduced. The slope stability problems can be solved by the reliability theory combined with strength reduction FEM, at the same time, in the numerical calculation program, the realization process of slope instability evaluation criteria is improved. The slope safety factor gained through modified method has probabilistic characteristic, and conforms to the reality. Which, along with the slope failure probability value, can be used to guide the slope design and construction more precisely.

About this research paper

What this paper is about

Based on the traditional strength reduction FEM, the variability of geotechnical parameters is introduced. The slope stability problems can be solved by the reliability theory combined with strength reduction FEM, at the same time, in the numerical calculation program, the realization process of slope instability evaluation criteria is improved. The slope safety factor gained through modified method has probabilistic characteristic, and conforms to the reality. Which, along with the slope failure probability value, can be used to guide the slope design and construction more precisely.

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

Based on the traditional strength reduction FEM, the variability of geotechnical parameters is introduced. The slope stability problems can be solved by the reliability theory combined with strength reduction FEM, at the same time, in the numerical calculation program, the realization process of slope instability evaluation criteria is improved. The slope safety factor gained through modified method has probabilistic characteristic, and conforms to the reality. Which, along with the slope failure probability value, can be used to guide the slope design and construction more precisely.

Key concepts: Strength reduction, Finite element method, Reliability (semiconductor), Slope stability, Safety factor, Realization (probability), Probabilistic logic, Reduction (mathematics)

Related papers

Back to paper searchBrowse research topicsOriginal source
The Slope Reliability Analysis Based on Strength Reduction FEM — Research Paper | ScholarLens