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Issue Date	Title	Author(s)
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)
1970-03	Investigation of ground shock effects in nonlinear hysteretic media. Report 4, Effect of a step load moving with constant superseismic velocity on a half-space of a variable modulus material	United States. Defense Atomic Support Agency; Matthews, Alva T.; Sandler, Ivan S.; Bleich, H. H. (Hans H.)
1968-07	Selected methods for analyzing the stability of crater slopes	U.S. Army Engineer Nuclear Cratering Group; Banks, D. C. (Don Charles)
1968-05	Application of finite element method in determining stability of crater slopes : preliminary report	U.S. Army Engineer Nuclear Cratering Group; Banks, D. C. (Don Charles); Palmerton, John B.
1976-10	Finite element method for analysis and design of piles	United States. Army. Corps of Engineers. Lower Mississippi Valley Division; Desai, C. S. (Chandrakant S.), 1936-
1969-04	Analysis of laboratory test data to derive soil constitutive properties	United States. Defense Atomic Support Agency; Jackson, J. G. (John Guy)
1975-06	An analytical study of projectile penetration into rock	United States. Defense Nuclear Agency; Butler, Dwain K.
1975-06	Evaluation of empirical and analytical procedures used for predicting the rigid body motion of an earth penetrator	United States. Defense Nuclear Agency; Hadala, Paul F.
1971-08	Investigation of ground shock effects in nonlinear hysteretic media. Report 5, Computer code computations and comparison with theoretical solutions - variable moduli material	United States. Defense Atomic Support Agency; Matthews, Alva T.; Baron, Melvin L.