Journal Published Online: 01 June 1993
Volume 16, Issue 2

Ultimate Bearing Capacity of Rectangular Foundations on Geogrid-Reinforced Sand

CODEN: GTJODJ

Abstract

Model test results for the ultimate bearing capacity of rectangular surface foundations supported by geogrid-reinforced sand are presented. The tests were conducted using one type of sand at one relative density of compaction with only one type of geogrid. The length-to-width ratios of the model foundations were varied as 1, 2, 3, and ∞. Based on the model test results, the maximum required depths of reinforcement and the sizes of the geogrid layers to obtain maximum-bearing-capacity ratios have been presented.

Author Information

Omar, MT
Southern Illinois University, Carbondale, IL
Das, BM
Academic Affairs, Southern Illinois University, Carbondale, IL
Yen, S-C
Southern Illinois University, Carbondale, IL
Puri, VK
Southern Illinois University, Carbondale, IL
Cook, EE
Southern Illinois University, Carbondale, IL
Pages: 7
Price: $25.00
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Stock #: GTJ10041J
ISSN: 0149-6115
DOI: 10.1520/GTJ10041J