IRRECOVERABLE AND OVERALL STRAINS IN CYCLIC SHEAR OF SOFT CLAY

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概要

• 論文の詳細を見る

• A series of cyclic loading tests was performed on undisturbed marine sediments of the Israeli continental slope. Testing was carried out in a torsional hollow cylinder device under a variety of boundary conditions, as well as in a direct simple shear apparatus. Analysis of the test data leads to the hypothesis that cyclic shear strains may be divided into irrecoverable and overall components, and that the relationship between the two takes the form of a continuous, increasing function. This function is independent of the applied boundary conditions, testing equipment and strain rate, but is dependent upon the particular soil. The relationship for the soft clay tested in the present study was found to be linear. Data published by other researchers validates the proposed hypothesis. It appears that for any particular soil, the same relationship is valid for uniform stress or strain controlled loading, as well as for irregular loading sequences.

• 社団法人地盤工学会の論文
• 1992-09-15

著者

• TALESNICK MARK

  Faculty of Civil & Environmental Engineering, Technion-Israel Institute of Technology

• Frydman S

  Faculty Of Civil Engineering Technion-israel Institute Of Technology

• Frydman Sam

  Faculty Of Civil & Environmental Engineering Technion-israel Institute Of Technology

• Talesnick Mark

  Faculty Of Civil Engineering Technion-israel Institute Of Technology

関連論文

• THE EFFECT OF PREFREEZING ON THE STRENGTH AND DEFORMATION PROPERTIES OF GRANULAR SOILS
• STRESS-DILATION OF UNDISTURBED SAND SAMPLES IN DRAINED AND UNDRAINED TRIAXIAL SHEAR
• IRRECOVERABLE AND OVERALL STRAINS IN CYCLIC SHEAR OF SOFT CLAY
• UPPER BOUND LIMIT ANALYSIS OF SOIL WITH NON-LINEAR FAILURE CRITERION

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