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

Masayuki Hyodo, Hidekazu Murata, Noriyuki Yasufuku, Teruhisa Fujii

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

抄録

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.

本文言語英語
ホスト出版物のタイトルDeformation of Soils and Displacements of Structures X ECSMFE
出版社Publ by A.A. Balkema
ページ111-114
ページ数4
ISBN(印刷版)905410001X
出版ステータス出版済み - 1991
外部発表はい
イベントProceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering - Florence, Italy
継続期間: 5 26 19915 30 1991

出版物シリーズ

名前Proceedings of the International Conference on Soil Mechanics and Foundation Engineering
1

その他

その他Proceedings 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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