Cyclic and permanent deformation of saturated sand with initial static shear stress during cyclic loading

Masayuki Hyodo, Hidekazu Murata, Noriyuki Yasufuku, Teruhisa Fujii

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

Abstract

The purpose of the present paper is to depict the deformation of saturated sand with various magnitudes of initial static shear stress subjected to cyclic shear stresses. The cyclic strength was first discussed, and then residual shear strains and post-cyclic volumetric strains were investigated and related to the effective stress ratio at the end of the stress cycle. Finally, an empirical model was proposed for evaluating the development of pore pressure and residual shear strain. The model successfully explained the behavior of saturated sand subjected to various initial static and subsequent cyclic shear stresses.

Original languageEnglish
Title of host publicationDeformation of Soils and Displacements of Structures X ECSMFE
PublisherPubl by A.A. Balkema
Pages111-114
Number of pages4
ISBN (Print)905410001X
Publication statusPublished - Jan 1 1991
Externally publishedYes
EventProceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering - Florence, Italy
Duration: May 26 1991May 30 1991

Publication series

NameProceedings of the International Conference on Soil Mechanics and Foundation Engineering
Volume1

Other

OtherProceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering
CityFlorence, Italy
Period5/26/915/30/91

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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  • Cite this

    Hyodo, M., Murata, H., Yasufuku, N., & Fujii, T. (1991). Cyclic and permanent deformation of saturated sand with initial static shear stress during cyclic loading. In Deformation of Soils and Displacements of Structures X ECSMFE (pp. 111-114). (Proceedings of the International Conference on Soil Mechanics and Foundation Engineering; Vol. 1). Publ by A.A. Balkema.