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Journal: Other journals  2011 No.2  Share to Sinaweibo  Share to QQweibo  Share to Facebook  Share to Twitter    clicks:921   
Title:
Application of flow driven pore- network crack model to Zipingpu reservoir and Longmenshan slip
Author: ZHU BoJing 1 , LIU Chang 1,2 , SHI YaoLin 1* , SUN DongSheng 3 & ZHANG Kai 4
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Abstract:

The study has analyzed the relationship between the water-drainage sluice process of reservoir, stress triggers and shadows of earthquake and porosity variability of fault slip zone. First, the pore pressure, pressure gradient, viscous stress and Reynolds stress to reservoir-earthquake fault slip problem are analyzed, and these are un-negligible factors of the extended coulomb fail-ure stress under ultra-high temperature and pressure condition. Second, the porosity tensor and permeability tensor are studied,the relationship between Zipingpu reservoir and Longmenshan slip has been analyzed, and the extended viscous stress and Reynolds stress as function of time and infiltration process are obtained. Last, some primary conclusions about the flow-solid coupled facture mechanism to the Zipingpu reservoir and Longmen shan slip problem are presented, which can help understand the flow-solid coupled facture mechanism of reservoir-coseismic fault slip problem.


Zipingpu reservoir, 2008 Wenchuan earthquake, coulomb failure stress diffusion,pore stress diffusion, fluid flow driven pore-network crack model

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