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Title: ULTIMATE BEARING CAPACITY OF CLOSELY SPACED STRIP FOUNDATIONS
Accession Number: 00389570
Record Type: Component
Availability: Find a library where document is available Abstract: Laboratory model test results for the ultimate bearing capacity of two closely spaced, rough, shallow, strip foundations resting on sand are presented. The experimental results are compared with the existing theory. The ultimate bearing capacity of foundations increases with the decrease of the center-to-center spacing; however, the magnitude of increase is considerably smaller than that predicted by theory. (Author)
Supplemental Notes: Publication of this paper sponsored by Committee on Foundations of Bridges and Other Structures. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Monograph Accession #: 01420444
Authors: Das, Braja MLarbi-Cherif, SaidEditors: Kaplan, Elizabeth WPagination: pp 37-39
Publication Date: 1983
Serial: ISBN: 0309036666
Media Type: Print
Features: Figures
(7)
; References
(6)
TRT Terms: Subject Areas: Bridges and other structures; Geotechnology; Highways; I42: Soil Mechanics
Files: TRIS, TRB
Created Date: Oct 30 1984 12:00AM
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