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Issue DateTitleAuthor(s)
2019-06Load factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β ) derived from the Probability of Unsatisfactory Performance (PUP) : phase 1 studyEbeling, Robert M., 1954-; White, Barry C.
1992-11The seismic design of waterfront retaining structuresNaval Civil Engineering Laboratory (Port Hueneme, Calif.); Computer-Aided Structural Engineering Project (U.S.); Ebeling, Robert M., 1954-; Morrison, Ernest E.
1991-11Structural evaluation of Eisenhower and Snell Locks, Saint Lawrence Seaway, Massena, New YorkStructures Laboratory (U.S.); Mosher, Reed L.; Bevins, Tommy L.; Neeley, Billy D.
1997-07Soil-structure-foundation interaction analysis of new roller-compacted concrete, north lock wall at McAlpine LocksGeotechnical Laboratory (U.S.); United States. Army. Corps of Engineers. Louisville District; Ebeling, Robert M., 1954-; Wahl, Ronald E.
2000-12Extended load/unload/reload hyperbolic model for interfaces : parameter values and model performance for the contact between concrete and coarse sandVirginia Polytechnic Institute and State University; Innovations for Navigation Projects Research Program (U.S.); Gómez, Jesús E.; Filz, George Michael, 1953-; Ebeling, Robert M., 1954-
1999-01Development of an improved numerical model for concrete-to-soil interfaces in soil-structure interaction analyses. Report 1, Preliminary studyVirginia Polytechnic Institute and State University; Computer-Aided Structural Engineering Project (U.S.); Gómez, Jesús E.; Filz, George Michael, 1953-; Ebeling, Robert M., 1954-

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