Based on the hybrid hypersingular integral equation-lattice Boltzmann methods (HHIE-LBM), the porosity and permeability evolution and evaluation process in anisotropic saturated porosity multiscale-multiphase-multicomponent (ASP-MS-MP-MC) structures under ultra high temperature and pressure conditions was analyzed on parallel CPU and GPU platforms. First, virtual physical models at multi-spatial scales (2 μm, 5 μm and 10 μm) were restructured by computerized microtomography technology and data. Second, using HHIE-LBM methods, the anisotropic porosity and permeability tensor at core level and pore level under ultra high temperature and pressure conditions were calculated. Third, the evolution and evaluation process of the porosity and permeability as a function of multi temporal spatial scales was investigated. Finally, the relationship between porosity and permeability and ASP-MS-MP-MC structures (micro-meso-macro-scale) was explored.
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 failure 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 Longmenshan slip problem are presented, which can help understand the flow-solid coupled facture mechanism of reservoir-coseismic fault slip problem.
ZHU BoJingLIU ChangSHI YaoLinSUN DongShengZHANG Kai
The distribution of Coulomb failure stress (CFS) change in the steep excavation slope is calculated by finite element method in this paper,and the failure mechanics under different conditions have been investigated.Comparing the CFSs before and after the slope excavation (stress loading and unloading processes),the dangerous internal zone and the most likely failure external area are attained.Given the shear cracks on the top surface while tensile stress or cracks along the toe of the slope,we analyze the high cutting-angle steep slope in Kaixian county of the Three Gorges Reservoir region.We bring forward that the peak value of CFS after excavation can reach to the order of 0.1MPa,which is greatly higher than that of before.Our preliminary results are useful for optimizing the reinforcement structure during the steep slope stabilization engineering.
