BEARING CAPACITY OF A GEOTEXTILE-REINFORCED FOUNDATION. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

Vito A. Guido, Gregory L. Biesiadecki, Margaret J. Sullivan

Publication of: Balkema (AA) · 1985 · 27 citations · 0 references

Concepts

Abstract

The use of geotextiles as a reinforcing element in soils has gained widespread use throughout the world. One application of geotextile reinforcement is below shallow foundations. Presented herein are the results of laboratory model tests used to study the bearing capacity of shallow foundations reinforced with geotextiles. The parameters studied were the effect on the bearing capacity of a square footing of depth below the footing of the first layer of reinforcement, the vertical spacing of the layers, the number of layers, the width size of the sheet of geotextile reinforcement and the tensile strength of the geotextile. For the tests performed, the bearing capacity of the soil reinforced with geotextiles was increased by a factor greater than three. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)