A damage rheology model applied to analysis of splitting failure in underground caverns of Jinping I hydropower station

Author:

Li Yong,Zhu Weishen,Fu Jinwei,Guo Yunhua,Qi Yinping

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Specialized Research Fund for the Doctoral Program for higher Education

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Hibino S,Motojma M. Characteristic behavior of rock mass during excavation of large caverns. In: Proceedings of the eighth international congress on rock mechanics. Tokyo, Japan; 1995. p. 583–586.

2. Rheology of geotechnical materials and its application in engineering;Sun,1999

3. Fracture damage mechanism and anchoring effects of jointed rock mass and its application in engineering;Zhu,2002

4. Rheology and fracture damage coupled model for rock mass and its application;Chen;J Hydraul Eng,1999

5. Lux KH, Hou Z (2000) New developments in mechanical safety analysis of repositories in rock salt. In: Proceedings int. conf. radioactive waste disposal, disposal technologies & concepts. Berlin: Springer; 2000. pp. 281–286.

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