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Issue DateTitleAuthor(s)
1982-09The effects of end platens, method of loading, and specimen size in monotonic triaxial R testsJohnson, Herbert V.
1984-07Influence of consolidation shear stresses and relative density on threshold strain and pore pressure during cyclic straining of saturated sandRensselaer Polytechnic Institute. Department of Civil Engineering; Dyvik, Rune; Dobry, R. (Ricardo), 1922-; Thomas, Gregory E.; Pierce, William G., 1952-
1988-02A lateral-load test of a full-scale pile group in sandUniversity of Texas at Austin. Geotechnical Engineering Center; United States. Minerals Management Service; United States. Federal Highway Administration; United States. Army. Corps of Engineers. Lower Mississippi Valley Division; Morrison, Clark S.; Reese, Lymon C., 1917-
1988-06Lateral pile-group interaction factors for free-headed pile groups in sand from full-scale experimentsUniversity of Houston. Department of Civil Engineering; United States. Minerals Management Service; United States. Federal Highway Administration; United States. Army. Corps of Engineers. Lower Mississippi Valley Division; O'Neill, Michael W.; Ochoa, Mauricio
1988-06A pressuremeter method for single piles subjected to cyclic lateral loads in sandTexas A & M University. Department of Civil Engineering; United States. Minerals Management Service; United States. Federal Highway Administration; United States. Army. Corps of Engineers. Lower Mississippi Valley Division; Little, Robert L.; Briaud, J.-L.
1988-08Full scale cyclic lateral load tests on six single piles in sandTexas A & M University. Department of Civil Engineering; United States. Army. Corps of Engineers. St. Louis District; Little, Robert L.; Briaud, J.-L.

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