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《CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING》 1996-04
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RHEOLOGICAL CHARACTERISTICS OF ROCK AND STABILITY RHEOLOGICAL ANALYSIS FOR HIGH SLOPE

Xia Xilun Xu Ping Ding Xiuli (Yangtze River Scientific Research Institute, Wuhan 430010)  
This paper introduces the method and results of compressed creep for granite, and compares the creep strength with the instantaneous strength. The experimental formula of creep curve is fitted. A creep theory model and its parameters are obtained. To model the process of excavation of Three Gorges ship lock slope, the slope stability is analyzed by viscoelastic FE microcomputer program developed by authors. The deformation of the slope rockmass is calculated during lock slope running. The result offers some references for project design and execution.
【Fund】: 国家自然科学基金
【CateGory Index】: TU457
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