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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.
1973-10	An investigation of the structural properties of stabilized layers in flexible pavement systems	Air Force Weapons Laboratory; Barker, Walter R.; Brabston, W. N. (William Newell); Townsend, Frank C.
1970-02	Effects 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.
1975-06	Development of a projectile penetration theory. Report 1, Penetration theory for shallow to moderate depths	Georgia Institute of Technology. School of Biology; Bernard, Robert S.; Hanagud, Sathya V.
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