2008•Journal of Tongji UniversityRequires access

Limit Analysis of Reinforced Embankment Stability

Yun Que, Jianming Ling, Yuan Jun Yan

Open publisher page 2 citations

Abstract

A research is made of the limit analysis of stability calculation of reinforced embankment to perfect the design method of limit analysis of reinforced embankment. Based on limit analysis plasticity theory and traditional slice method, a formula was built to calculate the safety factors about stability of the reinforced embankment. Then this formula,Dutch method, Sweden method and the method of Chinese designing standard of reinforced embankment were introduced separately to explore the influence of the factors such as unit weight, cohesion, internal friction angle, geosynthetics tensile strength and the height of embankment on reinforced embankment stability. The calculated results of the formula of this paper are close to those of Dutch method and Sweden method. So, the formula of this paper can be reasonably regarded as a method to evaluate stability of reinforced embankment, and the conclusions can provide the reference for the design of reinforced embankment.

About this research paper

What this paper is about

A research is made of the limit analysis of stability calculation of reinforced embankment to perfect the design method of limit analysis of reinforced embankment. Based on limit analysis plasticity theory and traditional slice method, a formula was built to calculate the safety factors about stability of the reinforced embankment. Then this formula,Dutch method, Sweden method and the method of Chinese designing standard of reinforced embankment were introduced separately to explore the influence of the factors such as unit weight, cohesion, internal friction angle, geosynthetics tensile strength and the height of embankment on reinforced embankment stability. The calculated results of the formula of this paper are close to those of Dutch method and Sweden method. So, the formula of this paper can be reasonably regarded as a method to evaluate stability of reinforced embankment, and the conclusions can provide the reference for the design of reinforced embankment.

Why it matters

OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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

A research is made of the limit analysis of stability calculation of reinforced embankment to perfect the design method of limit analysis of reinforced embankment. Based on limit analysis plasticity theory and traditional slice method, a formula was built to calculate the safety factors about stability of the reinforced embankment. Then this formula,Dutch method, Sweden method and the method of Chinese designing standard of reinforced embankment were introduced separately to explore the influence of the factors such as unit weight, cohesion, internal friction angle, geosynthetics tensile strength and the height of embankment on reinforced embankment stability. The calculated results of the formula of this paper are close to those of Dutch method and Sweden method. So, the formula of this paper can be reasonably regarded as a method to evaluate stability of reinforced embankment, and the conclusions can provide the reference for the design of reinforced embankment.

Key concepts: Levee, Limit analysis, Cohesion (chemistry), Structural engineering, Geotechnical engineering, Geosynthetics, Stability (learning theory), Plasticity theory

Related papers

Back to paper searchBrowse research topicsOriginal source
Limit Analysis of Reinforced Embankment Stability — Research Paper | ScholarLens