Jessie Adams
Abstract
A NEW HIGH-PRESSURE TRIAXIAL SHEAR TEST SYSTEM, DEVELOPED IN ORDER THAT ESTIMATED STRESSES IN SOIL IN PLACE COULD BE BETTER REPRODUCED IN LABORATORY SPECIMENS, IS DESCRIBED. A BRIEF REVIEW OF THE PRINCIPLE OF THE TRIAXIAL TEST IS FOLLOWED BY A DESCRIPTION OF THE COMPONENTS AND OPERATION OF THE NEW SYSTEM. /AUTH/
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A NEW HIGH-PRESSURE TRIAXIAL SHEAR TEST SYSTEM, DEVELOPED IN ORDER THAT ESTIMATED STRESSES IN SOIL IN PLACE COULD BE BETTER REPRODUCED IN LABORATORY SPECIMENS, IS DESCRIBED. A BRIEF REVIEW OF THE PRINCIPLE OF THE TRIAXIAL TEST IS FOLLOWED BY A DESCRIPTION OF THE COMPONENTS AND OPERATION OF THE NEW SYSTEM. /AUTH/
Key concepts: Triaxial shear test, Geotechnical engineering, Shear (geology), Geology, Direct shear test, Soil test, Lateral earth pressure, Soil water