Water-rock two-phase flow model for water inrush and instability of fault rocks during mine tunnelling
Dan Ma1
Hongyu Duan2
Qiang Li3
Jiangyu Wu4
Wen Zhong5
Zhen Huang5
1.School of Mines,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China;MOE Key Laboratory of Deep Coal Resource Mining,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China;School of Resources and Environment Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,Jiangxi,China2.School of Mines,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China;Department of Sustainable Development,Environmental Science and Engineering,Royal Institute of Technology,10044 Stockholm,Sweden3.School of Mines,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China;MOE Key Laboratory of Deep Coal Resource Mining,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China4.State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China5.School of Resources and Environment Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,Jiangxi,China
摘要：Water inrush hazard is one of the major threats in mining tunnel construction.Rock particle migration in the seepage pro-cess is the main cause of water inrush pathway and rock instability.In this paper,a radial water-rock mixture flow model is established to study the evolution laws of water inrush and rock instability.The reliability of the proposed model is verified by the experimental data from a previous study.Through the mixture flow model,temporal-spatial evolution laws of differ-ent hydraulic and mechanical properties are analysed.And the proposed model's applicability and limitations are discussed by comparing it with the existing water inrush model.The result shows that this model has high accuracy both in temporal evolution and spatial distribution.The accuracy of the model is related to the fluctuation caused by particle migration and the deviation of the set value.During the seepage,the porosity,permeability,volume discharge rate and volume concentration of the fluidized particle increase rapidly due to the particle migration,and this phenomenon is significant near the fluid outlet.As the seepage progresses,the volume concentration at the outlet decreases rapidly after reaching the peak,which leads to a decrease in the growth rate of permeability and porosity,and finally a stable seepage state can be maintained.In addition,the pore pressure is not fixed during radial particle migration and decreases with particle migration.Under the effect of particle migration,the downward radial displacement and decrease in effective radial stress are observed.In addition,both cohesion and shear stress of the rock material decreased,and the rock instability eventually occurred at the outlet.
机标关键词：rocksflowmodelmineduringfaultinrushinstability
论文发表日期：2023-12-28
在线出版日期：2025-08-15（本平台首次上网日期，不代表文献的发表时间）
页数：19( 48-66 )
英文信息