Accession Number : ADA180331
Title : Building and Proving of an Advanced Directional Shear Cell.
Descriptive Note : Final technical rept. Mar 85-Mar 87,
Corporate Author : UNIVERSITY COLL LONDON (ENGLAND)
Personal Author(s) : Arthur,J. R.
Report Date : 30 APR 1987
Pagination or Media Count : 18
Abstract : An advanced Directional Shear Cell has been built, proved and delivered to the Geotechnical Div., Waterways Experimental Station, U.S. Corps of Engineers. This device shears soil in plane strain and will impose any desired rotation of the principal stress directions in the plane of strain at any stage of a chosen stress path. Undisturbed samples from 125 mm diameter field cores can be tested for initial anisotropy and subsequent induced anisotropy. Reports are made on manufacture, apparatus, capability, and proving tests. Keywords: Soil tests; Soil mechanics test equipment; Plane strain shear apparatus; Soil anisotropy; Stress path; Controlled principal stress rotation.
Descriptors : *SHEAR PROPERTIES, *SOIL MECHANICS, *SOIL TESTS, *TEST EQUIPMENT, CELLS, DIRECTIONAL, ARMY CORPS OF ENGINEERS, ORIENTATION(DIRECTION), ROTATION, STRESSES, ANISOTROPY, PATHS
Subject Categories : Soil Mechanics
Test Facilities, Equipment and Methods
Distribution Statement : APPROVED FOR PUBLIC RELEASE