EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS

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概要

• 論文の詳細を見る

• Unconfined compression tests with the measurement of suction and CIU triaxial compression tests were carried out on a remolded and reconsolidated sample to evaluate whether the effective stress behavior in the unconfined compression tests could be explained through the results from the triaxial tests. It is shown that : effective stress paths in unconfined compression tests are very similar to those in triaxial tests; and unconfined compressive strengths can be predicted well by using those relationships between A_f and the overconsolidation ratio and alternatively between the ratio of the undrained strength to the consolidation stress and the overconsolidation ratio obtained from triaxial tests.

• 社団法人地盤工学会の論文
• 1993-09-15

著者

• 清水 正喜

  Faculty Of Engineering Tottori University

• 田淵 俊幸

  Oska Soil Test Laboratory

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• EFFECT OF OVERCONSOLIDATION ON DILATANCY OF A COHESIVE SOIL
• EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS
• EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS
• PORE FLUID CONTENT AND VOID RATIO FOR MARINE SEDIMENTS
• 練り返し過圧密粘性土の低応力下でのダイレタンシー・強度特性
• Shear Strength Behaviour of Overconsolidated Clays〔に対する討論〕
• 練り返し過圧密粘性土の低応力下でのダイレイタンシー・強度特性

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