New consideration on nonlinear and dilatancy deformation characteristics of soils

Shao Shengjun; Xie Dingyi

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Volume 22 Issue 1

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Chinese Journal of Geotechnical Engineering > 2000 > 22(1): 75-79.

Shao Shengjun, Xie Dingyi. New consideration on nonlinear and dilatancy deformation characteristics of soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 75-79.

Citation:

Shao Shengjun, Xie Dingyi. New consideration on nonlinear and dilatancy deformation characteristics of soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 75-79.

Citation:

Shao Shengjun, Xie Dingyi. New consideration on nonlinear and dilatancy deformation characteristics of soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 75-79.

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New consideration on nonlinear and dilatancy deformation characteristics of soils

Xi’an University of Technology Xi’an 710048

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Published Date: January 21, 2000

Graphical Abstract

Abstract

Abstract

Based on analyzing the deformation characteristics of soils, a unit expression, including the property of nonlinear, shear contraction and dilatation, compression and back expansion, is provided by investigating further the relation between shear and volume strain.
- nonlinear,
- shear contraction and dilatation,
- compression and back expansion