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Issue Date	Title	Author(s)
1976-06	The influences of sand fabric on liquefaction behavior	University of California, Berkeley. College of Engineering; Mitchell, James K., 1943-; Chatoian, John M.; Carpenter, Gary C.
1970-02	Study of soil behavior under high pressure. Report 1, Volume 1 : Response of two recompacted soils to various states of stress	Georgia Institute of Technology; United States. Defense Atomic Support Agency; Mazanti, Billy B.; Holland, Clyde N.
1970-06	Residual strength of clay and clay-shales by rotation shear tests	Harvard University; LaGatta, Daniel P.
1971-04	Cracking of earth and rockfill dams : comparison of observed and theoretical tensile strains in the crests of two earth and rockfill dams	Harvard University; Covarrubias, Sergio W.
1971-08	The effect of rate of displacement on measuring the residual strength of clays	Harvard University; LaGatta, Daniel P.
1976-06	The role of fill strength in the stability of embankments on soft clay foundations	University of California, Berkeley. College of Engineering. Office of Research Services; Chirapuntu, Suphon; Duncan, J. M. (James Michael)
1975-12	The mechanics of pile-soil interaction in cohesionless soils	Duke University. Department of Civil Engineering; Holloway, David Michael, 1946-; Vesić, Aleksandar Sedmak, 1924-; Clough, G. Wayne
1968-06	Slopes in stiff-fissured clays and shales	University of California, Berkeley. College of Engineering. Office of Research Services; Duncan, J. M. (James Michael); Dunlop, Peter
1968-06	Study of wave propagation in confined soils	IIT Research Institute; United States. Defense Atomic Support Agency; Hampton, Delon; Huck, Peter J.
1971-09	Measurements of stress and strain during one-dimensional compression of large compacted soil and rockfill specimens	University of Illinois at Urbana-Champaign. Department of Civil and Environmental Engineering; United States. Defense Nuclear Agency; Emerson, M. W. C.; Hendron, Alfred Joseph