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Hysteretic behavior of soft clays weakened in the process of dynamic loading

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The authors derived a new weakening relationship for more accurate description of the deformation behavior of water-saturated soft clays with triaxial cyclic loading, which includes three weakening indices. This article gives some applications of the derived relationship.

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Authors and Affiliations

  1. Tianjin University, China

    Minlun Yao & Yanhua Van

Authors
  1. Minlun Yao
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  2. Yanhua Van
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 19–21, November–December, 1992.

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Yao, M., Van, Y. Hysteretic behavior of soft clays weakened in the process of dynamic loading. Soil Mech Found Eng 29, 192–196 (1992). https://doi.org/10.1007/BF02125531

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  • DOI: https://doi.org/10.1007/BF02125531

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