Gas-mechanical coupled crack initiation analysis for local air-leakage of compressed air energy storage (CAES) cavern with consideration of seepage effect
暂无分享,去创建一个
[1] P. Ranjith,et al. Three-dimensional failure behavior and cracking mechanism of rectangular solid sandstone containing a single fissure under triaxial compression , 2022, Rock Mechanics Bulletin.
[2] Yan Ma,et al. A new theoretical model of thermo-gas-mechanical (TGM) coupling field for underground multi-layered cavern of compressed air energy storage , 2022, Energy.
[3] Yanlin Zhao,et al. Mechanical characteristics of single cracked limestone in compression-shear fracture under hydro-mechanical coupling , 2022, Theoretical and Applied Fracture Mechanics.
[4] Zhe-ming Zhu,et al. Analysis of stress intensity factor for a crack emanating from elliptical hole subjected to compressive stress and shear stress , 2022, Theoretical and Applied Fracture Mechanics.
[5] Yan Ma,et al. A new theoretical model of local air-leakage seepage field for the compressed air energy storage lined cavern , 2022, Journal of Energy Storage.
[6] Shanyong Wang,et al. A new prediction method for multi-crack initiation of anisotropic rock , 2022, Theoretical and Applied Fracture Mechanics.
[7] Zhe-ming Zhu,et al. A complex analysis of stress intensity factors for two asymmetric and unequal collinear cracks in rocks subjected to compressive and shear loads , 2022, Theoretical and Applied Fracture Mechanics.
[8] Yuwei Li,et al. A new method for calculating the direction of fracture propagation by stress numerical search based on the displacement discontinuity method , 2021, Computers and Geotechnics.
[9] Q. Rao,et al. A modified semi-weight function method for stress intensity factor calculation of a vertical crack terminating at the interface , 2021, Theoretical and Applied Fracture Mechanics.
[10] Chunde Ma,et al. Experimental study on mechanical properties and failure modes of pre-existing cracks in sandstone during uniaxial tension/compression testing , 2021 .
[11] Shanyong Wang,et al. A new mixed-mode fracture criterion of anisotropic rock , 2021 .
[12] M. Kou,et al. Laboratory investigations on failure, energy and permeability evolution of fissured rock-like materials under seepage pressures , 2021 .
[13] Qiuhua Rao,et al. A New Method for Predicting the Crack Propagation Process of Brittle Rock Under Thermo-Hydro-Mechanical Loading Conditions , 2021, IEEE Access.
[14] A. Dehghan. An experimental investigation into the influence of pre-existing natural fracture on the behavior and length of propagating hydraulic fracture , 2020 .
[15] F. Gong,et al. A new quantitative method to identify the crack damage stress of rock using AE detection parameters , 2020, Bulletin of Engineering Geology and the Environment.
[16] Di Wu,et al. A coupled thermo-hydro-mechanical model for evaluating air leakage from an unlined compressed air energy storage cavern , 2020 .
[17] Songcai Han,et al. Exploration of non-planar hydraulic fracture propagation behaviors influenced by pre-existing fractured and unfractured wells , 2019, Engineering Fracture Mechanics.
[18] Xibing Li,et al. Mechanical properties and fracture evolution of sandstone specimens containing different inclusions under uniaxial compression , 2019, International Journal of Rock Mechanics and Mining Sciences.
[19] Yuehua Wu,et al. Coupled thermal−gas−mechanical (TGM) model of tight sandstone gas wells , 2018 .
[20] F. Gao,et al. Impact of water, nitrogen and CO2 fracturing fluids on fracturing initiation pressure and flow pattern in anisotropic shale reservoirs , 2017 .
[21] Y. Ju,et al. Effect of water and nitrogen fracturing fluids on initiation and extension of fracture in hydraulic fracturing of porous rock , 2017 .
[22] Yan‐Hua Huang,et al. An experimental study on deformation and failure mechanical behavior of granite containing a single fissure under different confining pressures , 2017, Environmental Earth Sciences.
[23] Stuart D. C. Walsh,et al. A fully coupled method for massively parallel simulation of hydraulically driven fractures in 3‐dimensions , 2017 .
[24] O. K. Mahabadi,et al. A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses , 2017 .
[25] Qian Tian,et al. Hydraulic fracturing modeling using the discontinuous deformation analysis (DDA) method , 2016 .
[26] Wang Xinghua,et al. A new prediction method of Biot coefficient for marine-land transition phase tight sandstone reservoir based on the self-adapt method , 2016 .
[27] Tsuyoshi Ishida,et al. Crack Extension in Hydraulic Fracturing of Shale Cores Using Viscous Oil, Water, and Liquid Carbon Dioxide , 2015, Rock Mechanics and Rock Engineering.
[28] Yan Jin,et al. A criterion for identifying hydraulic fractures crossing natural fractures in 3D space , 2014 .
[29] Timon Rabczuk,et al. A coupled thermo-hydro-mechanical model of jointed hard rock for compressed air energy storage , 2014 .
[30] C. Zhang,et al. Research on Numerical Simulation Model for Crack Growth Driven by Detonation Gas in High-Deep Rock Strata , 2012 .
[31] Takatoshi Ito. Effect of pore pressure gradient on fracture initiation in fluid saturated porous media : Rock , 2008 .
[32] Zongqi Sun,et al. Shear fracture (Mode II) of brittle rock , 2003 .