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Issue Date	Title	Author(s)
1976-08	Endochronic constitutive law for liquefaction of sand	Northwestern University (Evanston, Ill.). Technological Institute; Bažant, Z. P.; Krizek, Raymond J.
1977-06	Effect of frictionless caps and bases in the cyclic triaxial test	University of California, Los Angeles. Mechanics and Structures Department; Lee, Kenneth L. (Kenneth Lester), 1931-1978; Vernese, Frank John
1972-06	Prediction of end of construction undrained deformations of Atchafalaya levee foundation clays	United States. Army. Corps of Engineers. New Orleans District; Massachusetts Institute of Technology. Department of Civil Engineering; Ladd, Charles C. (Charles Cushing); Foott, Roger
1972-04	An Evaluation of an existing procedure for determining shear moduli at depths by in situ vibratory technique	Mississippi State University. Department of Civil and Environmental Engineering; Fowler, Jack, 1938-
1977-11	In situ stress measurements, Park River Project, Hartford, Connecticut	Dames & Moore; United States. Department of Transportation; United States. Army. Corps of Engineers. New England Division; Nataraja, Mysore
1977-01	Influence of sample disturbance on sand response to cyclic loading	University of California, Berkeley. College of Engineering; Seed, H. Bolton (Harry Bolton); Chan, Clarence K.; Mori, Kenji
1974-04	Ground shock calculation parameter study. Report 3, Influence of type of constitutive model on ground motion calculations	Baladi, George Y.; Nelson, Ivan
1970-07	Investigation of ground shock effects in nonlinear hysteretic media. Report 2, Modeling the behavior of a real soil	United States. Defense Atomic Support Agency; Nelson, Ivan
1972-04	Damping capacity of soil during dynamic loading. Report 1, Review of mathematical material models	Rohani, Behzad
1971-12	Some theoretical and experimental implications of constant shear modulus constitutive models	United States. Defense Nuclear Agency; Rohani, Behzad; Jackson, J. G. (John Guy)