Rheological Characteristics of Unsaturated Soil under Confined Compression Condition

Abstract:

Based on the results of confined rheological compression test of unsaturated soil samples, some important characteristics and its effective factors have been discussed by using three-dimensional model. At first, the curves of lateral stress relaxation show the process of correspondence with vertical creep. Secondly, it is lateral total stress, and not effective stress, that is relaxed with time because of the volume viscidity of pore water and the shear viscidity of soil skeleton. At last, the limited steady rheological state of soil is controlled by stress strength.

• Periodical: Advanced Materials Research (Volumes 1065-1069)
• Pages: 59-62
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.59
• Online since: December 2014
• Authors: Guan Feng Tian, Hong Wei Ma, Qi Xing Wu
• Keywords: Lateral Stress Relaxation, Rheological Model, Strength, Unsaturated Soil, Vertical Stress Level

References

[1] Z. J. Chen: J. Geotech. Eng. Vol. 3 (1981), p.27.

[2] M. Y. Xia, Y. M. Sun, D. L. Wang: J. Tongji Univ. Vol. 17(1989), p.319.

[3] C. Q. Zhu, J. Y. Guo: Rock & Soil Mechanics. Vol. 11(1990), p.15.

[4] J. M . Xiong, Z . Q . Li: Rock & Soil Mechanics. Vol. 14(1993), p.17.

[5] J. Sun: Rheology of geomaterials and its engineering application (China Architectural Press, Beijing 1999).

[6] G. F. Tian: Advanced Materials Research, Vol. 368(2012), p.2698.

[7] D. G. Fredlund, H. Rahardjo. Soil Mechanics for Unsaturated Soil (John Wiley and Sons Inc, New York 1993).