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(Waterways Experiment Station (U.S.), 1955-02)This paper presents a review of the main findings during a five year program of laboratory research on shearing characteristics of clays, conducted under the supervision of the writer in the Soil Mechanics Laboratory of ...
Study of the dynamic stress-strain and wave-propagation characteristics of soils. Report 3, Measurements of stress-strain, peak particle velocity, and wave-propagation velocity in three sands (U.S. Army Engineer Waterways Experiment StationEngineer Research and Development Center (U.S.), 1965-02)
(U.S. Army Engineer Waterways Experiment Station.Engineer Research and Development Center (U.S.), 1965-11)
Consolidated-undrained direct-simple shear tests on saturated clays : Research in earth physics, phase report no. 16 (U.S. Army Engineer Waterways Experiment Station., 1972-07)Abstract: The results of consolidated-undrained direct-simple shear tests are presented on seven normally consolidated clays of widely varying composition and plasticity. The effect of overconsolidation ratio is studied ...