1993Canadian Geotechnical JournalRequires access

Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement

Maher Omar, Braja M. Das, V.K. Puri, S.C. Yen

Open publisher page 258 citations

Abstract

Laboratory model test results for the ultimate bearing capacity of strip and square foundations supported by sand reinforced with geogrid layers have been presented. Based on the model test results, the critical depth of reinforcement and the dimensions of the geogrid layers for mobilizing the maximum bearing-capacity ratio have been determined and compared. Key words : bearing capacity, geogrid, model test, reinforced sand, shallow foundation.

About this research paper

What this paper is about

Laboratory model test results for the ultimate bearing capacity of strip and square foundations supported by sand reinforced with geogrid layers have been presented. Based on the model test results, the critical depth of reinforcement and the dimensions of the geogrid layers for mobilizing the maximum bearing-capacity ratio have been determined and compared. Key words : bearing capacity, geogrid, model test, reinforced sand, shallow foundation.

Why it matters

OpenAlex reports 258 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

Laboratory model test results for the ultimate bearing capacity of strip and square foundations supported by sand reinforced with geogrid layers have been presented. Based on the model test results, the critical depth of reinforcement and the dimensions of the geogrid layers for mobilizing the maximum bearing-capacity ratio have been determined and compared. Key words : bearing capacity, geogrid, model test, reinforced sand, shallow foundation.

Key concepts: Geogrid, Bearing capacity, Geotechnical engineering, Shallow foundation, Reinforcement, Foundation (evidence), Bearing (navigation), Geology

Related papers

Back to paper searchBrowse research topicsOriginal source
Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement — Research Paper | ScholarLens