The effects of cyclic triaxial testing techniques on the liquefaction behavior of Monterey No. 0 sand / by John P. Mulilis, Raymond C. Horz, Jr., and Frank C. Townsend.

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Bibliographic Details
Online Access:	Search for the full-text version of this title in HathiTrust
Main Author:	Mulilis, John P. (John Paul)
Corporate Authors:	U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory (U.S.), United States. Army. Corps of Engineers
Other Authors:	Horz, Raymond C., Townsend, Frank C.
Format:	Government Document Book
Language:	English
Published:	Vicksburg, Miss. : U.S. Army Engineer Waterways Experiment Station, Soils and Pavements Laboratory, 1976.
Series:	Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; S-76-6.
Subjects:	Soil liquefaction. Shear strength of soils > Testing. Soil consolidation test. Soil stabilization. Sandy soils > California > Monterey. Sandy soils. California > Monterey.

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Holdings details from PASCAL Offsite
Call Number:	D 103.24/4:S-76-6
D 103.24/4:S-76-6	Available Place a Hold