2002•Pearl RiverRequires access

Computation and Analysis of Allowable Bearing Capacity of Foundation for Retaining Wall of Embankment in Soft Soil Area

Tie Li

Open publisher page 0 citations

Abstract

For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil,thus leading to failure or rotational slide of earth_rock mass of embankment.Based on analizing the condition and method for computing the foundation allowable bearing capacity under unsymmetric load for both sides of retaining wall,approximate computation formula is obtained and engineering measures preventing the earth_rock mass of embankment from sliding are put forward.

About this research paper

What this paper is about

For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil,thus leading to failure or rotational slide of earth_rock mass of embankment.Based on analizing the condition and method for computing the foundation allowable bearing capacity under unsymmetric load for both sides of retaining wall,approximate computation formula is obtained and engineering measures preventing the earth_rock mass of embankment from sliding are put forward.

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

For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil,thus leading to failure or rotational slide of earth_rock mass of embankment.Based on analizing the condition and method for computing the foundation allowable bearing capacity under unsymmetric load for both sides of retaining wall,approximate computation formula is obtained and engineering measures preventing the earth_rock mass of embankment from sliding are put forward.

Key concepts: Levee, Geotechnical engineering, Foundation (evidence), Bearing capacity, Computation, Retaining wall, Geology, Structural engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Computation and Analysis of Allowable Bearing Capacity of Foundation for Retaining Wall of Embankment in Soft Soil Area — Research Paper | ScholarLens