Research on Influences of Unloading Rate on Rock Damage and Failure under Confining Pressure Unloading

Author:

Chai Wen Ge1,Li Wen Li2

Affiliation:

1. North China University of Technology

2. China University of Mining and Technology

Abstract

In order to study on rock damage caused by the confining pressure unloading, different unloading rates have been adopted in tests on the rock under the constant axial load. Emphasis has been laid on discussing influences of different unloading rates on the elastic modulus, rock strength and failure mode of the rock. The research shows that the unloading rate has exerted a prominent effect on the elastic modulus evolution of the rock, stress level at rock failure and failure mode of the rock. The greater the unloading rate is, the smaller the variation in the elastic modulus of the rock will be, indicating smaller rock damage. Similarly, the greater the unloading rate is, the smaller the corresponding confining pressure at rock failure will be, implying the greater stress deviator imposed on the rock, in which case, the rock failure will be more abrupt and energy release more violent.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. Manchao He, Jinli Miao, De-jian Li and Chunguang Wang: Chinese Journal of Rock Mechanics and Engineering Vol. 26 (2007), pp.865-876.

2. Hongwei Zhou, Hepin Xie and Jianping Zuo: Advances in mechanics Vol. 35(2005), pp.91-99.

3. M C He, in: Proceedings of the 4th Asian Rock Mechanics Symposium(World Scientific Publishing Co. ,Ltd., Singapore, 2006), pp.29-46.

4. Wen-ge Chai: Experimental research on damage evolution and fail of granite under unloading confining pressure(China University of Mining & Technology (Beijing) Doctoral Dissertation. 2009), pp.2-17.

5. Gang Wu: The Theory and Practice of Geotechnical Engineering(Dalian University of Technology Press, Dalian 1995), pp.228-236.

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