Effective Stress in Unsaturated Soil

Chen Zhenghan; Wang Yongsheng; Xie Dingyi

PDF
Cite
Share

facebook

twitter

google

linkedin

Volume 16 Issue 3

Turn off MathJax

Article Contents

Abstract

References

Chinese Journal of Geotechnical Engineering > 1994 > 16(3): 62-69.

Chen Zhenghan, Wang Yongsheng, Xie Dingyi. Effective Stress in Unsaturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 62-69.

Citation:

Chen Zhenghan, Wang Yongsheng, Xie Dingyi. Effective Stress in Unsaturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 62-69.

Citation:

Chen Zhenghan, Wang Yongsheng, Xie Dingyi. Effective Stress in Unsaturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 62-69.

PDF (1402 KB)

Effective Stress in Unsaturated Soil

The PLA Logistical Engineering University Chongqing, Shaanxi Institute of Mechanical Engineering xi’an, The Northwest Hydraulic Power Design Institute xi’an

More Information

Published Date: May 19, 1994

Graphical Abstract

Abstract

Abstract

A theoretical formula of ettective stress for anisotropic porous media and unsaturated soil isderived on the base of elasticity theory, and the effective stress parameter is measured with convention-al triaxial apparatus. Some misunderstandings on the concept of effective stress are clanfied.
- effective stress,
- effective stress parameter,
- unsaturated soil,
- porous media.