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Model Tests for Bearing Capacity of Vertically Reinforced Foundations in Sand

by Vijay K. Puri, Southern Illinois Univ at Carbondale, United States,
Braja M. Das, Southern Illinois Univ at Carbondale, United States,



Document Type: Proceeding Paper

Part of: Foundation Engineering: Current Principles and Practices

Abstract:

Laboratory model test results for the bearing capacity of strip foundation supported by a sand layer with semi-flexible vertical rod reinforcements have been presented. All test results reported are for surface foundation condition. The effects of various parameters of the reinforcements have been discussed in terms of nondimensional parameters-bearing capacity ratio and settlement ratio.

Subject Headings: Soil stabilization | Shallow foundations | Load bearing capacity | Soil settlement | Foundation settlement | Consolidated soils | Subgrade soils

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