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Issue DateTitleAuthor(s)
1971-04Ground shock calculation parameter study. Report 1, Effect of various nonlinear elastic-plastic model formulationsBaladi, George Y.; Hadala, Paul F.
1978-08An elastic-plastic constitutive relation for transverse-isotropic three-phase earth materialsSoils and Pavements Laboratory (U.S.); United States. Assistant Secretary of the Army (R & D); Baladi, George Y.
1972-11Ground shock calculation parameter study. Report 2, Effects of various bottom boundary conditionsBaladi, George Y.
1970-12Theoretical investigation of the half wavelength theoryBaladi, George Y.
1974-04Ground shock calculation parameter study. Report 3, Influence of type of constitutive model on ground motion calculationsBaladi, George Y.; Nelson, Ivan
1976-09Effects of depth of burst and geology on calculated SBM peak stress environmentsUnited States. Defense Nuclear Agency; Baladi, George Y.; Zelasko, J. S. (Joseph Simon); George, Michael E.; Wahl, Ronald E.
1971-03Free-field code predictions versus field measurements : a comparative analysis for the PRAIRIE FLAT EventUnited States. Defense Atomic Support Agency; Zelasko, J. S. (Joseph Simon); Baladi, George Y.
1973-04Results of two free-field code calculations versus field measurements for the Distant Plain 1A eventUnited States. Defense Nuclear Agency; Phillips, Bruce R.; Baladi, George Y.
1978-09Response of linear elastic transverse-isotropic media to borehole pressuremeter loadingsUnited States. Defense Nuclear Agency; Soils and Pavements Laboratory (U.S.); Baladi, George Y.; George, Michael E.