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Information Journal Paper

Title

POST-CYCLIC BEHAVIOR OF COMPACTED CLAY-SAND MIXTURES

Pages

  226-243

Abstract

 This paper presents the results of a series of monotonic and post-cyclic triaxial tests carried out on a clay specimen and three types of clay-sand mixed specimens. The focus of the paper is on the post-cyclic mechanical behavior of the mixed specimens, as compared to their monotonic behavior. Analyses of the tests results show that cyclic loading degrade untrained shear strength and deformation modulus of the specimens during the post-cyclic monotonic loading. The degradation depends on the sand content, the cyclic strain level and to some degrees to the consolidation pressure.

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    APA: Copy

    SOLTANI JIGHEH, H., & SOROUSH, A.. (2006). POST-CYCLIC BEHAVIOR OF COMPACTED CLAY-SAND MIXTURES. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 4(3), 226-243. SID. https://sid.ir/paper/271736/en

    Vancouver: Copy

    SOLTANI JIGHEH H., SOROUSH A.. POST-CYCLIC BEHAVIOR OF COMPACTED CLAY-SAND MIXTURES. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2006;4(3):226-243. Available from: https://sid.ir/paper/271736/en

    IEEE: Copy

    H. SOLTANI JIGHEH, and A. SOROUSH, “POST-CYCLIC BEHAVIOR OF COMPACTED CLAY-SAND MIXTURES,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 4, no. 3, pp. 226–243, 2006, [Online]. Available: https://sid.ir/paper/271736/en

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