ANALYSES OF DEFORMATION BEHAVIOR OF A SATURATED SOFT CLAY IN ANISOTROPIC CONSOLIDATION TESTS.

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作者
Yasuhara, Kazuya
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Transactions of the Japan Society of Civil Engineers Tokyo. 1969 | 1980年 / 11卷
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摘要
A constitutive relation combing the experimental stress-strain relation and the theoretical solution of consolidation by Terzaghi is presented. Deformation and consolidation behaviors of a saturated clay in anisotropic consolidation tests are investigated, and the applicability of the proposed constitutive relation is examined by comparing the theoretical prediction with the observed behavior in triaxial anisotropic consolidation tests.
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页码:207 / 211
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