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Issue Date	Title	Author(s)
1985-10	Expansive grout plug effects in restrained environments	Sandia National Laboratories; Pace, Carl E.; Gulick, Charles W.
1986-12	Seismic analysis of gravity dams	Cole, Robert A.; Cheek, James B.
1993-09	Two-dimensional finite element analysis of porous media at multikilobar stress levels	Laboratory Discretionary Research Program (U.S.); Akers, Stephen A.
1981-09	A one-dimensional plane wave propagation code for layered rate-dependent hysteretic materials	United States. Assistant Secretary of the Army (R & D); Curtis, John O.
1980-09	Study for development of fiberglass reinforced plastic earth-covered ammunition storage magazines	Hunt and Wales Company
1987-03	Nonlinear response of concrete gravity dams to strong earthquake-induced ground motion	Jaycor; Mlakar, Paul F.
1987-07	Thermal stress analysis of Mississippi River Lock and Dam 26(R)	United States. Army. Corps of Engineers. St. Louis District; Information Technology Laboratory (U.S.); Bombich, Anthony A.; Norman, C. Dean; Jones, H. Wayne
1979-11	Earthquake analysis of the modified geometry of the concrete nonoverflow section, Richard B. Russell Dam	United States. Army. Corps of Engineers. Savannah District; Norman, C. Dean
1992-12	Nonlinear, incremental structural analysis of Olmsted Locks and Dams. Volume I, Main text	Information Technology Laboratory (U.S.); United States. Army. Corps of Engineers. Louisville District; Garner, Sharon B.; Bombich, Anthony A.; Norman, C. Dean; Merrill, Chris A.; Fehl, Barry D., 1957-; Jones, H. Wayne
1992-12	Nonlinear, incremental structural analysis of Olmsted Locks and Dams. Volume II, Appendixes A through I	Information Technology Laboratory (U.S.); United States. Army. Corps of Engineers. Louisville District; Garner, Sharon B.; Bombich, Anthony A.; Merrill, Chris A.; Fehl, Barry D., 1957-; Jones, H. Wayne; Norman, C. Dean