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Results 11-20 of 36 (Search time: 0.021 seconds).
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Issue DateTitleAuthor(s)
1969-05Apparatus and tests for determining negative pore water pressure characteristics of desiccated claysUnited States. Assistant Secretary of the Army (R & D); Carlson, Charles A.
1976-04The effects of cyclic triaxial testing techniques on the liquefaction behavior of Monterey No. 0 sandMulilis, John P. (John Paul); Horz, Raymond C.; Townsend, Frank C.
1973-05Tensile testing of soils : a literature reviewUnited States. Assistant Secretary of the Army (R & D); Al-Hussaini, Mosaid M.; Townsend, Frank C.
1972-06Comparisons of vibrated density and standard compaction tests on sands with finesTownsend, Frank C.
1975-06Development of a 1.22-m-diam dynamic air overpressure soil test facilityCooper, Stafford S.; Sloan, Richard C.
1972-08Second program of special shear tests of East Atchafalaya Basin protection levee foundation soilsHorz, Raymond C.; Hale, Gene P.
1974-04Cyclic triaxial compression tests, Center Hill Dam, DeKalb County, TennesseeMarcuson, William F. (William Frederick); Collins, Stephen A.
1982-09Engineering properties of clay shales. Report 4, Laboratory and computational procedures for predictions of pore pressures in clay shale foundationsSoils and Pavements Laboratory (U.S.); Leavell, Daniel A.; Peters, John F.; Townsend, Frank C.
1970-02Effects of strain rate in consolidated-undrained triaxial compression tests of cohesive soils. report 1, Vicksburg silty clay (CL)Esquivel-Diaz, Raul F.; Compton, Joseph R.
1970-02Study of soil behavior under high pressure. Report 1, Volume 1 : Response of two recompacted soils to various states of stressGeorgia Institute of Technology; United States. Defense Atomic Support Agency; Mazanti, Billy B.; Holland, Clyde N.

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