LIANG Weiguo, ZHAO Yangsheng, LI Zhiping. The coupled mathematical model and numerical simulation of hydraulic fracturing and dissolving in rock salt[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 427-430.
Citation:
LIANG Weiguo, ZHAO Yangsheng, LI Zhiping. The coupled mathematical model and numerical simulation of hydraulic fracturing and dissolving in rock salt[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 427-430.
LIANG Weiguo, ZHAO Yangsheng, LI Zhiping. The coupled mathematical model and numerical simulation of hydraulic fracturing and dissolving in rock salt[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 427-430.
Citation:
LIANG Weiguo, ZHAO Yangsheng, LI Zhiping. The coupled mathematical model and numerical simulation of hydraulic fracturing and dissolving in rock salt[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 427-430.
1.Mining Technology Institute Taiyuan University of Technology Taiyuan 030024 China 2.College of Energy Resource and Engineering China University of Mining and Technology Xuzhou 221008 China
On the basis of coupled mathematical model constituting of hydraulic fracture and solution as well as solidfluidmass transfer, the corresponding numerical simulation are carried out in this paper. The results of numerical simulations indicate that the crack in rock salt is opened like the shape of sector during fracturing,and the relation among crack width , distance and time is nonlinear. The pressure distributed in the crack is transferred towards the tine of crack step by step, meanwhile it is gradually decreasing with the crack expanding. It is also found that both the simulated and the tested results well agree with each other.