A coupled flow-stress-damage model for groundwater outbursts from an underlying aquifer into mining excavations

[1]  M. Biot.  General Theory of Three‐Dimensional Consolidation , 1941 .

[2]  M. Zoback,et al.  The effect of microcrack dilatancy on the permeability of westerly granite , 1975 .

[3]  Yves Bernabé,et al.  The effective pressure law for permeability in Chelmsford granite and Barre granite , 1986 .

[4]  Maurice B. Dusseault,et al.  Simulation of Multiple Hydraulic Fractures In a Discrete Element System , 1991 .

[5]  J. Franklin,et al.  Prediction of water flow into rock tunnels: an analytical solution assuming an hydraulic conductivity gradient , 1993 .

[6]  Chin-Fu Tsang,et al.  Flow and Contaminant Transport in Fractured Rock , 1993 .

[7]  Peter P. Valko,et al.  Propagation of hydraulically induced fractures—a continuum damage mechanics approach , 1994 .

[8]  Zhou Gang,et al.  Permeability-strain equations corresponding to the complete stress—strain path of Yinzhuang Sandstone , 1994 .

[9]  Teng-fong Wong,et al.  The transition from brittle faulting to cataclastic flow in porous sandstones: Mechanical deformation , 1997 .

[10]  W. Xie,et al.  Effect of confining presurre, pore pressure and specimen dimension on permeability of Yinzhuang Sandstone , 1997 .

[11]  Leslie George Tham,et al.  Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I: effect of heterogeneity , 2000 .

[12]  Wang Lian-guo.  A CATASTROPHIC MODEL OF WATER-INRUSH FROM COAL FLOOR , 2000 .

[13]  Robert G. Jeffrey,et al.  Hydraulic fracturing applied to inducing longwall coal mine goaf falls , 2000 .

[14]  David J. Holcomb,et al.  Compaction localization in porous rock , 2000 .

[15]  T. Wong,et al.  Localized failure modes in a compactant porous rock , 2001 .

[16]  H. Kern,et al.  Development of damage and permeability in deforming rock salt , 2001 .

[17]  Stress-dependent permeability variation and mine subsidence , 2001 .

[18]  Françoise Homand,et al.  Damage-induced permeability changes in granite: a case example at the URL in Canada , 2001 .

[19]  Finite element simulation for rock salt with dilatancy boundary coupled to fluid permeation , 2001 .

[20]  Rune M. Holt,et al.  Simulation of flow in sandstone With fluid coupled particle model , 2001 .

[21]  C. A. Tang,et al.  Coupled analysis of flow, stress and damage (FSD) in rock failure , 2002 .

[22]  J.-A. Wang,et al.  Fluid permeability of sedimentary rocks in a complete stress–strain process , 2002 .

[23]  M. Oda,et al.  Damage growth and permeability change in triaxial compression tests of Inada granite , 2002 .

[24]  David J. Sanderson,et al.  Numerical study of fluid flow of deforming fractured rocks using dual permeability model , 2002 .

[25]  Chun’an Tang,et al.  NUMERICAL SIMULATION ON SHEAR FRACTURE PROCESS OF CONCRETE USING MESOSCOPIC MECHANICAL MODEL , 2002 .

[26]  Hyeong-Dong Park,et al.  Coal mining above a confined aquifer , 2003 .

[27]  Jonny Rutqvist,et al.  Analysis of thermal-hydrologic-mechanical behavior near an emplacement drift at Yucca Mountain. , 2003, Journal of contaminant hydrology.

[28]  W. Olsson,et al.  Compaction localization and fluid flow , 2003 .

[29]  Mingyu Wang,et al.  Investigations of groundwater bursting into coal mine seam floors from fault zones , 2004 .

[30]  L. Tham,et al.  Influence of Heterogeneity of Mechanical Properties on Hydraulic Fracturing in Permeable Rocks , 2004 .

[31]  Baohong Shen,et al.  Coal mining under aquifers in China: a case study , 2004 .

[32]  C. Haberfield,et al.  Laboratory investigation of shaft resistance for piles socketed in basalt , 2004 .