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Results 1-7 of 7 (Search time: 0.315 seconds).
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Issue DateTitleAuthor(s)
1969-10Geomechanical model study of the behavior of underground openings in rock subjected to static loads. Report 1, Development of modeling techniquesUniversity of Illinois at Urbana-Champaign. Department of Civil Engineering.; United States. Defense Atomic Support Agency.; Heuer, R. E.; Hendron, Alfred Joseph.
1973-12Research study of ejecta impact parametersUnited States. Army. Office of the Chief of Engineers.; McDonnell Douglas Astronautics Company-West.; McDonnell Douglas Astronautics Company-West.
1970-05Stress waves in a soil-filled cylindrical shellUnited States. Defense Atomic Support Agency.; Weidlinger, Paul.; Kovarna, John.; Bleich, Hans H.
1972-06Geomechanical model study of the behavior of underground openings in rock subjected to static loads. Report 3, Tests on lined openings in jointed and intact rockUniversity of Illinois at Urbana-Champaign. Department of Civil Engineering; United States. Defense Nuclear Agency.; Hendron, Alfred Joseph.; |Engeling, Paul D.; Aiyer, Arunachalam Kulathu.; Paul, S. L.
1969-05Theory and operation manual 1500 PSI dynamic load simulatorGeneral American Transportation Corporation.; Klima, R. J.; Fugelso, L. E.
1970-01A nonlinear finite element code for analyzing the blast response of underground structuresUniversity of California, Berkeley. Structural Engineering Laboratory.; United States. Defense Atomic Support Agency.; Farhoomand, I. (Iraj); Wilson, Edward L., 1931
1971-02Geomechanical model study of the behavior of underground openings in rock subjected to static loads. Report 2, Tests on unlined openings in intact rockUniversity of Illinois at Urbana-Champaign. Department of Civil Engineering.; United States. Defense Atomic Support Agency.; Heuer, R. E.; Hendron, Alfred Joseph.