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STRESS CONDITIONS WITHIN SIMPLE SHEAR TEST SPECIMEN


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Title: STRESS CONDITIONS WITHIN SIMPLE SHEAR TEST SPECIMEN
Authors: Ochiai, Hidetoshi
Issue Date: Feb-1979
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, (12), pp.57-64; 1979
Abstract: On the basis of the assumption that the stresses within the simple shear test specimen are completely uniform, the two methods for interpreting the stresses within the specimen are described. The first method consists in assuming that the simple shear stress conditions are represented by the pure shear stress conditions. The second method is based on the assumption that the directions of the principal stress axes during simple shear are known. The differences between the two methods are discussed, and the undrained shear strength values of normally consolidated clays measured in the simple shear test are compared with those measured in the triaxial compression test on an equal basis.
URI: http://hdl.handle.net/10069/23941
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.12

Citable URI : http://hdl.handle.net/10069/23941

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