Centrifugal model tests for ultimate bearing capacity of footings on steep slopes in cohesionless soil
By: by Mark C. Gemperline.
Contributors: Engineering and Research Center (U.S.). Geotechnical Branch.
Publisher: 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
Published: 1984
Place of publication: Denver, Colo; [Springfield, Va
Language: eng
Number of pages: 117
Subjects: Shear strength of soils -- Testing.; Concrete footings.; Bridges -- Foundations and piers.; Slopes (Soil mechanics); Centrifugation.
Notes: Distributed to depository libraries in microfiche.

"June 1984."

Bibliography: p. 40-41.