Centrifugal model tests for ultimate bearing capacity of footings on steep slopes in cohesionless soil /

Centrifugal model tests for ultimate bearing capacity of footings on steep slopes in cohesionless soil /

Bibliographic Details
Main Author: Gemperline, Mark C.
Corporate Author: Engineering and Research Center (U.S.). Geotechnical Branch
Format: Government Document Book
Language:English
Published: Denver, Colo. : [Springfield, Va.] : Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ; [Available from National Technical Information Service], [1984]
Subjects:
Shear strength of soils > Testing.
Concrete footings.
Bridges > Foundations and piers.
Slopes (Soil mechanics)
Centrifugation.

Evans: US Documents Microfiche (3rd floor)

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Call Number: I 27.60:84-16
 
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I 27.60:84-16 Available