Torsion Shear Tests on Atlantic Muck, the Panama Canal
Author : Waterways Experiment Station (U.S.)
Publisher :
Page : 86 pages
File Size : 36,47 MB
Release : 1951
Category : Marine sediments
ISBN :
Author : Waterways Experiment Station (U.S.)
Publisher :
Page : 86 pages
File Size : 36,47 MB
Release : 1951
Category : Marine sediments
ISBN :
Author : Daniel P. LaGatta
Publisher :
Page : 234 pages
File Size : 47,45 MB
Release : 1970
Category : Clay
ISBN :
The objectives of this investigation were to develop a rotation shear machine to measure the residual shear strength (constant shearing resistance at which material undergoes continuous deformation under a constant state of effective stress) of clays and clay-shales; investigate testing errors; and measure residual shear strengths of representative types of highly plastic clays and clay-shales. In the rotation shear test, torque is applied to the bottom of the specimen and two force transducers measure the couple necessary to maintain the upper half of the specimen stationary. Disc-shaped or annular specimens with thicknesses from 0.1 to 2.5 cm and outside diameters of 7.11 cm can be tested. Variations in residual shear strength were investigated for normally consolidated versus overconsolidated specimens, for specimens sheared at different rates of peripheral displacement, and for specimens prepared by several different remolding procedures. (Author Modified Abstract).
Author : Mikael Juul Hvorslev
Publisher :
Page : 86 pages
File Size : 15,14 MB
Release : 1952
Category : Shear strength of soils
ISBN :
Author : U.S. Army Engineer Waterways Experiment Station. Research Center Library
Publisher :
Page : 100 pages
File Size : 21,25 MB
Release : 1964
Category :
ISBN :
Author :
Publisher :
Page : 90 pages
File Size : 11,56 MB
Release : 1952
Category : Hydraulic engineering
ISBN :
Author : Waterways Experiment Station (U.S.)
Publisher :
Page : 90 pages
File Size : 45,16 MB
Release : 1952
Category : Hydraulic engineering
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Author : Frank C. Townsend
Publisher :
Page : 130 pages
File Size : 29,68 MB
Release : 1974
Category : Clay
ISBN :
This report compares various laboratory procedures and equipment used for determining the residual strength of clay shales. The effects of testing apparatus, specimen type, normal load, and rate of displacement on the residual strength of various clay shales were evaluated by relations between residual strength and Atterberg limits, grain size, and mineralogy were examined. (Modified author abstract).
Author : Waterways Experiment Station (U.S.)
Publisher :
Page : 168 pages
File Size : 26,48 MB
Release : 1961
Category : Clay
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Author : U.S. Army Engineer Waterways Experiment Station
Publisher :
Page : 430 pages
File Size : 39,44 MB
Release : 1976
Category : Hydraulic engineering
ISBN :
Author : United States. Army. Corps of Engineers
Publisher :
Page : 130 pages
File Size : 47,60 MB
Release :
Category :
ISBN :