Document Type
Thesis - Open Access
Award Date
1978
Degree Name
Master of Science (MS)
Department / School
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
Recommended Citation
Maynard, Roland Dale, "Bearing Capacity of Eccentrically Loaded Surface Footings on a Sand Layer Resting on a Rough Rigid Base" (1978). Electronic Theses and Dissertations. 5563.
https://openprairie.sdstate.edu/etd/5563