基于渗流-损伤-应力耦合作用下考虑力学参数弱化的巷道围岩变形破坏分析
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摘要
地下工程岩体渗流-损伤-应力耦合问题的研究对于巷道围岩的稳定性分析具有重要意义。本文在总结分析了巷道变形破坏类型影响因素的基础上,基于弹塑性力学、渗流力学以及损伤理论建立了岩体渗流-损伤-应力耦合模型。该模型充分考虑了多物理场耦合过程中,工程岩体的非均质性,岩体力学参数发生的动态弱化过程,围岩塑性屈服的峰后特性以及渗透系数在损伤过程中的突变性。基于多物理场耦合软件,数值模拟结果分析得到,使用该模型能更好地反映巷道围岩的屈服破坏程度和渐进破坏过程。应用该模型分析不同深度下的巷道围岩渐进性破坏过程可以得出:水平地应力为主导的地层中的巷道,屈服破坏主要发生在顶拱和底板,竖直地应力为主导的地层中的巷道,屈服破坏主要发生在两侧边墙,水平地应力和竖直地应力相近的地层中,巷道四周均发生不同程度的破坏,这与工程实际有很好的符合。
The study on seepage-damage-stress coupling of underground engineering rock mass is of great significance for the stability analysis of surrounding rock. This paper presents an improved model of seepage-damage-stress coupling based on elastic-plastic mechanics,seepage mechanics and damage theory. In this model,we fully consider the heterogeneity of rock mass,the dynamic weakening process of rock mass mechanical parameters,the post-peak characteristics of plastic yield of surrounding rock and the abrupt change of permeability coefficient in the process of damage. This model can better reflect the yield damage and progressive failure process of the surrounding rock,which is obtained from the analysis of numerical simulation results with the multi-physics coupling simulation software. In order to verify its validity,this model is used in the analysis of the progressive failure process of surrounding rock at different depths. The result is in good agreement with the results from the engineering practice.
The study on seepage-damage-stress coupling of underground engineering rock mass is of great significance for the stability analysis of surrounding rock. This paper presents an improved model of seepage-damage-stress coupling based on elastic-plastic mechanics,seepage mechanics and damage theory. In this model,we fully consider the heterogeneity of rock mass,the dynamic weakening process of rock mass mechanical parameters,the post-peak characteristics of plastic yield of surrounding rock and the abrupt change of permeability coefficient in the process of damage. This model can better reflect the yield damage and progressive failure process of the surrounding rock,which is obtained from the analysis of numerical simulation results with the multi-physics coupling simulation software. In order to verify its validity,this model is used in the analysis of the progressive failure process of surrounding rock at different depths. The result is in good agreement with the results from the engineering practice.
引文
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He M C,Li C H,Wang S R.2002.Research on the non-linear mechanics characters of large section cavern excavating within soft rock by numerical simulation[J].Chinese Journal of Geotechnical Engineering,24(4):483-486．
He M C,Xie H P,Peng S P.2005.Study on rock mechanics in deep mining engineering[J].Chinese Journal of Rock Mechanics and Engineering,24(16):2803-2813．
He M C,Li G F,Ren A W,et al.2008.Analysis of the stability of intersecting chambers in deep soft-rock roadway construction[J].Journal of China University of Mining&Technology,37(2):167-170．
He M C.2014.Progress and challenges of soft rock engineering in depth[J].Journal of China Coal Society,39(8):1409-1417．
He Y N,Han L J,Shao P,et al.2006.Some problems of rock mechanics for roadways stability in depth[J].Journal of China University of Mining&Technology,35(3):288-295．
Han B P,Feng Q Y,YU L S,et al.2000.Study on the permeability of carbonate during full periods of stress-strain[J].Journal of Engineering Geology,8(2):127-128．
Huang Y,Zhou L T,Zhou Z F.2018.Equations for permeability variation of fractured rock mass under high water pressure[J].Journal of Engineering Geology,26(6):1433-1438．
Jia S P,Chen W Z,Yu H D,et al.2009.Research on seepage-stress coupling damage model of Boom clay during tunneling[J].Rock and Soil Mechanics,30(1):19-26．
Jiang Y D,Zhao Y X,Liu W G.2004.Research on floor heave of roadway in deep mining[J].Chinese Journal of Rock Mechanics and Engineering,23(14):2396-2401．
Jiang Q,Feng X T,Chen G Q.2008.Study on constitutive model of hard rock considering surrounding rock deterioration under high geostresses[J].Chinese Journal of Rock Mechanics and Engineering,27(1):144-152．
Li L P,Li S C,Shi S H,et al.2011.Water inrush mechanism study of fault activation induced by coupling effect of stress-seepagedamage[J].Chinese Journal of Rock Mechanics and Engineering,30(S1):3295-3304．
Li S G,Qiao M G,Shi P W.2001.Distribution features of ship-sheet structures and thinning zones in Coal Seam No.4 Qianling District[J].Coal Geology and Exploration,29(1):22-24．
Li S C,Wang H P,Qian Q H,et al.2008.In-situ monitoring research on zonal disintegration of surrounding rock mass in deep mine roadways[J].Chinese Journal of Rock Mechanics and Engineering,27(8):1545-1545．
Li S P,Li Y S,Wu Z Y.1995.The permeability-strain equations relating to complete stress-strain path of the rock[J].Chinese Journal of Geotechnical Engineering,17(2):13-19．
Liu Li,Li S G,Xu G.2016.Gas seepage-stress-damage coupling model in mining coal and rock[J].Safety in Coal Mines,v.47;No,500(4):15-19．
Liu Z Q,Zhang Q.2012.Damage evolution analysis of permeable lining of deep diversion tunnel based on seepage-stress coupling theory[J].Chinese Journal of Rock Mechanics and Engineering,31(10):2147-2153．
Liu G.2000.Deformation and failure of surrounding rocks of roadway in high stressed soft rocks[J].Chinese Journal of Rock Mechanics and Engineering,19(6):726-726．
Lu Y F,Liu D F,Wu Y C,et al.2007.Numerical simulation of orthotropic anisotropic damage considering rock-water interaction[J].Chinese Journal of Rock Mechanics and Engineering,26(2):323-330．
Oda M,Katsube T,Takemura T.2002.Microcrack evolution and brittle failure of Inada granite in triaxial compression tests at 140 MPa[J].Journal of Geophysical Research Atmospheres,107(B10)．
Ran X F,Wang Y Z,Jia S P,et al.2015.Analysis of borehole stability based on seepage-stress-damage coupling model[J].China Sciencepaper,10(3):370-374．
Rong C X,Chen Y.2004.Stability analysis of rocks around tunnel with ground water permeation[J].Chinese Journal of Rock Mechanics and Engineering,23(5):741-744．
Shao J F,Lu Y F,Lydzba D.2004.Damage Modeling of Saturated Rocks in Drained and Undrained Conditions[J].Journal of Engineering Mechanics,130(6):733-740．
Shen Z Z,Zhang X,Sun Y L.2009.Research on stress-seepage-damage coupling model of hydraulic fracturing for rock mass[J].Chinese Journal of Computational Mechanics,26(4):523-528．
Sheng J C.2006.Fully coupled thermo-hydro-mechanical model of saturated porous media and numerical modelling[J].Chinese Journal of Rock Mechanics and Engineering,25(S1):3028-3033．
Sun G Z.2004.Principles of geoengineering[M].Beijing:Geological Publishing House．
Weng Q N,Qin W.2013.Study on Seepage-stress-failure Coupling Model for Tunnel Lining with High Water Pressure[J].Journal of Railway Engineering Society,30(5):63-68．
Wang JX,Jiang A N,Song Z P.2014.Study of the coupling model of rock elastoplastic stress-seepage-damage(I):Modelling and its numerical solution procedure[J].Rock and Soil Mechanics,35(S2):626-637．
Wang S J.1984.Stability analysis of underground engineering rock mass[M].Beijing:Science Press．
Xie H P,Gao F,Ju Y,et al.2015.Quantitative definition and investigation of deep mining[J].Journal of China Coal Society,40(1):1-10．
Xie H P,Gao F,Ju Y.2015.Research and development of rock mechanics in deep ground engineering[J].Chinese Journal of Rock Mechanics and Engineering,34(11):2161-2178．
Yang T H,Tang C N,Zhu W C,et al.2001.Coupling analysis of seepage and stresses in rock failure process[J].Chinese Journal of Geotechnical Engineering,23(4):489-493．
Yu X F.1983.Stability analysis of surrounding rock of underground engineering[M].Beijing:Coal Industry Press．
Zhang Y,Meng D.2008.Coupling of seepage and stress and damage of concrete break[J].Journal of Liaoning Technical University(Natural Science),27(5):680-682．
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