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Coupling Model of Seepage Field and Damaging Field of Fractured Rock Mass and Its Application

Zhu Zhende (Sichuan University,Chengdu 610065) Sun Jun (Tongji University ,Shanghai 200092)  
Based on the principle of energy accumulation of liquid diffusion ,the permeable tensor mathematic expression of fractured rock mass is established.By means of fracture mechanics and damage theory,the constitutive relation of multi fractured rock mass under complex stress state and criterion of cracks are studied.The damaging evolution equation of fractured rock mass under the stress state of compression shear and tension is set up and the coupling equation of seepage field and damaging field of fractured rock mass is found.On the basis of above results,a finite element method is programmed and the stability of high slope of the permanent lock of Three Gorges Project (TGP) is analysed.
【Fund】: 国家自然科学基金与中国三峡工程开发总公司联合资助
【CateGory Index】: TU457
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