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Information Journal Paper

Title

CYCLIC DEFORMATION PROPERTIES OF KAOLIN-GRAVEL MIXTURES

Pages

  81-93

Keywords

Not Registered.

Abstract

 Composite clay is a mixture of clay, as the main body and aggregates, which are floating within the clayey matrix. Undrained behavior of composite clays in its natural or compacted state e.g., core material of embankment dams has a great importance for the geotechnical engineers. An extensive test program was conducted on kaolin-gravel mixtures to investigate the effects of aggregate on the cyclic deformational properties, including shear modulus and damping ratio. Test results reveal that shear modulus for various mixtures, depends on aggregate content, shear strain amplitude, number of loading cycles and initial confining stress. Meanwhile damping ratio mainly depends on aggregate content and shear strain amplitude and is less affected by the number of loading cycles.

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  • Cite

    APA: Copy

    SHAFIEI, A., & JAFARI, M.K.. (2006). CYCLIC DEFORMATION PROPERTIES OF KAOLIN-GRAVEL MIXTURES. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 8(2), 81-93. SID. https://sid.ir/paper/112345/en

    Vancouver: Copy

    SHAFIEI A., JAFARI M.K.. CYCLIC DEFORMATION PROPERTIES OF KAOLIN-GRAVEL MIXTURES. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2006;8(2):81-93. Available from: https://sid.ir/paper/112345/en

    IEEE: Copy

    A. SHAFIEI, and M.K. JAFARI, “CYCLIC DEFORMATION PROPERTIES OF KAOLIN-GRAVEL MIXTURES,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 8, no. 2, pp. 81–93, 2006, [Online]. Available: https://sid.ir/paper/112345/en

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