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Issue Date	Title	Author(s)
1970-12	Theoretical investigation of the half wavelength theory	Baladi, George Y.
1969-06	Precompression for improving foundation soils	Johnson, Stanley J.
1975-02	Analysis and design relating to embankments : a state-of-the-art review	Johnson, Stanley J.
1969-06	Foundation precompression with vertical sand drains	Johnson, Stanley J.
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.
1982-09	Engineering properties of clay shales. Report 4, Laboratory and computational procedures for predictions of pore pressures in clay shale foundations	Soils and Pavements Laboratory (U.S.); Leavell, Daniel A.; Peters, John F.; Townsend, Frank 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.