Stiffness degradation of weathered marl in cyclic undrained loading

J. A. Little, N. Hataf

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    The results of a study on the effect of remoulding, stress-history, cyclic strain amplitude and number of cycles on the cyclic secant modulus degradation of weathered Keuper Marl, a calcareous mudstone formed mainly from clay minerals, are presented. The research is based on a series of monotonic and low frequency undrained strain-controlled cyclic triaxial tests on undisturbed and reconstituted specimens with overconsolidation ratios 1 to 30. -from Authors

    Original languageEnglish
    Title of host publicationProceedings of the Fifth International Conference on Soil Dynamics and Earthquake Engineering
    Pages215-221
    Number of pages7
    Publication statusPublished - 1991

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  • Cite this

    Little, J. A., & Hataf, N. (1991). Stiffness degradation of weathered marl in cyclic undrained loading. In Proceedings of the Fifth International Conference on Soil Dynamics and Earthquake Engineering (pp. 215-221)