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

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