Passive Pressure in Sands with Uniform Surcharge on Backfill

by Swami Saran, Reader in Civ. Engrg.; Univ. of Roorkee, Roorkee, U.P., India,
P. Deo, Formerly, Graduate Student; Univ. of Roorkee, Roorkee, U.P., India,


Serial Information: Journal of the Geotechnical Engineering Division, 1974, Vol. 100, Issue 12, Pg. 1326-1329


Document Type: Journal Paper

Abstract:

An extensive retaining wall model testing program has been made at the University of Roorkee, Roorkee, India. The results of passive loading experiments where the dry-sand backfill was not surcharged have been presented by Narin, et al. This note presents test results from experiments concerning a uniform surcharge applied on the backfill.



Subject Headings: Backfills | Retaining structures | Colleges and universities | Developing countries | Load factors | Soil pressure | Sandy soils | India | Asia | Alabama | United States

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