@article{oai:nagasaki-u.repo.nii.ac.jp:00015981,
 author = {Ochiai, Hidetoshi},
 issue = {12},
 journal = {長崎大学工学部研究報告, Reports of the Faculty of Engineering, Nagasaki University},
 month = {Feb},
 note = {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., 長崎大学工学部研究報告, (12), pp.57-64; 1979},
 pages = {57--64},
 title = {STRESS CONDITIONS WITHIN SIMPLE SHEAR TEST SPECIMEN},
 year = {1979}
}