Document Type

Thesis - Open Access

Award Date

1978

Degree Name

Master of Science (MS)

Department

Civil Engineering

First Advisor

Braja M. Das

Abstract

The purpose of this investigation is to present the results of some recent laboratory model testing of the ultimate load carrying capacity of eccentrically loaded strip, surface footings on sand, with a rigid base located at varying depths. It is expected that these results will. lend to a better quantatative [sic] understanding of the problems encountered in these situations.

Library of Congress Subject Headings

Foundations
Soil consolidation

Format

application/pdf

Publisher

South Dakota State University

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