|Table of Contents|

Stress Field Analysis of Circular Tunnel Surrounding Rock Based on Damage Theory(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年02期
Page:
84-94
Research Field:
Publishing date:
2011-06-20

Info

Title:
Stress Field Analysis of Circular Tunnel Surrounding Rock Based on Damage Theory
Author(s):
MA Qing ZHAO Jun-hai WEI Xue-ying ZHU Qian
School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China
Keywords:
unified strength theory underground water seepage tunnel surrounding rock rock damage stress field displacement field
PACS:
TU457
DOI:
-
Abstract:
Based on the unified strength theory, considering the impact of underground water seepage, using the elasto-plastic damage mechanics theory, according to different stress conditions, stress and stability analyses of circular tunnel surrounding rock under construction conditions were carried out. The effects of internal friction angle and cohesion on surrounding rock stress field and displacement field were analyzed through an example. The study results show that the internal friction angle has more significant impact on surrounding rock damage radius, stress, displacement; the cohesion has less significant on surrounding rock damage radius, stress, displacement. The conclusion has broad applicability.

References:

[1] 王世春.格鲁吉亚卡杜里水电站引水隧洞TBM施工工艺[J].水电站设计,2009,25(1):57-60. WANG Shi-chun.Georgia Khadori Hydropower Diversion Tunnel Construction Technology of TBM[J].Design of Hydroelectric Power Station,2009,25(1):57-60.
[2]宋连瑞,王 峰.万家寨引黄工程北干线1号隧洞出口段施工方案比选[J].科技情报开发与经济,2008,18(7):212-213. SONG Lian-rui,WANG Feng.Comparison and Seletion of the Construction Schemes for the Outlet Section of NO.1 Tunnel in the Northern Main Line of Wanjiazhai YRDP(Yellow River Diversion Project)[J].Sci-tech Information Development & Economy,2008,18(7):212-213.
[3]何 坤.高原地区水电站引水隧洞施工通风设计[J].水电站设计,2009,25(1):32-34. HE Kun.Construction Ventilation Design for Water Conveyance Tunnels of Hydropower Stations in Plateau Area[J].Design of Hydroelectric Power Station,2009,25(1):32-34.
[4]杨德军.色尔古水电站软岩隧洞的开挖与支护[J].水电站设计,2008,24(4):79-81. YANG De-jun.Fall Color in Soft Rock Station Ancient Tunnel Excavation and Support[J].Design of Hydroelectric Power Station,2008,24(4):79-81.
[5]陈卫忠,伍国军,戴永浩,等.锦屏二级水电站深埋引水隧洞稳定性研究[J].岩土工程学报,2008,30(8):1184-1190. CHEN Wei-zhong,WU Guo-jun,DAI Yong-hao,et al.Stability Analysis of Diversion Tunnel for Jinping Hydropower Station[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1184-1190.
[6]汪 洋,魏明海.水工隧洞断层破碎带施工技术[J].科技风,2009(4):171. WANG Yang,WEI Ming-hai.Fault Broken Hydraulic Tunnel Construction Technology[J].Technology Trend,2009(4):171.
[7]JIANG Y,YONEDA H,TANABASHI Y.Theoretical Estimation of Loosing Pressure on Tunnels in Soft Rocks[J].Tunnelling and Underground Space Technology,2001,16(2):99-105.
[8]于学馥,郑颖人,刘怀恒,等.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1983. YU Xue-fu,ZHENG Ying-ren,LIU Huai-heng,et al.Stability Analysis of Surrounding Rock in Underground Engineering[M].Beijing:China Coal Industry Publishing House,1983.
[9]肖树芳,杨淑碧.岩体力学[M].北京:地质出版社,1987. XIAO Shu-fang,YANG Shu-bi.Rock Mass Mechanics[M].Beijing:Geological Publishing House,1987.
[10]齐明山,蔡晓鸿,冯翠霞.隧道围岩压力的弹塑性新解[J].土工基础,2006,20(2):73-76. QI Ming-shan,CAI Xiao-hong,FENG Cui-xia.New Elasto-plastic Analytic Solution of Tunnel Surrounding Rock Pressure[J].Soil Engineering and Foundation,2006,20(2):73-76.
[11]徐志英.岩石力学[M].北京:中国水利电力出版社,1986. XU Zhi-ying.Rock Mechanics[M].Beijing:China Water Power Press,1986.
[12]JAEGER J C,COOK N G W.Fundamentals of Rock Mechanics[M].London:Chapman & Hall,1979.
[13]GEORGIOS A,KALMAN K.Significant Parameters in Elastic-plastic Analysis of Underground Openings[J].Journal of Geotechnical Engineering,1992,119(3):401-409.
[14]PAN X D,BROWN E T.Influence of Axial Stress and Dilatancy on Rock Tunnel Stability[J].Journal of Geotechnical Engineering,1996,122(2):139-146.
[15]WANG Y.Ground Response of Circular Tunnel in Poorly Consolidated Rock[J].Journal of Geotechnical Engineering,1996,122(9):703-708.
[16]任青文,张宏朝.关于芬纳公式的修正[J].河海大学学报:自然科学版,2001,29(6):109-111. REN Qing-wen,ZHANG Hong-chao.A Modification of Fenner Formula[J].Journal of Hohai University:Natural Sciences,2001,29(6):109-111.
[17]任青文,邱 颖.具有衬砌圆形隧洞的弹塑性解[J].工程力学,2005,22(2):212-217. REN Qing-wen,QIU Ying.Elastic-plastic Solution of Circular Tunnel with Liner[J].Engineering Mechanics,2005,22(2):212-217.
[18]许东俊,耿乃光.岩石强度随中间主应力变化规律[J].固体力学学报,1985,6(1):72-80. XU Dong-jun,GENG Nai-guang.The Variation Law of Rock Strength with Increase of Intermediate Principal Stress[J].Acta Mechanica Solida Sinica,1985,6(1):72-80.
[19]俞茂宏.双剪强度理论及其应用[M].北京:高等教育出版社,1998. YU Mao-hong. Twin Shear Unified Strength Theory and Its Applications[M].Beijing:Higher Education Press,1998.
[20]范 文,俞茂宏,孙 萍,等.硐室形变围岩压力弹塑性分析的统一解[J].长安大学学报:自然科学版,2003,23(3):1-4. FAN Wen,YU Mao-hong,SUN Ping,et al.Unified Solution of Elastic-plastic Analysis for Surrounding Rock Mass Stress Under Cave Deformation[J].Journal ofChang'an University:Natural Science Edition,2003,23(3):1-4.
[21]宋 俐,张永强,俞茂宏.压力隧洞弹塑性分析的统一解[J].工程力学,1998,15(4):57-61. SONG Li,ZHANG Yong-qiang,YU Mao-hong.Plastoelastic Unified Analysis of Pressure Tunnel[J].Engineering Mechanics,1998,15(4):57-61.
[22]胡小荣,俞茂宏.统一强度理论及其在巷道围岩弹塑性分析中的应用[J].中国有色金属学报,2002,12(5):1021-1026. HU Xiao-rong,YU Mao-hong.Unified Strength Theory and Its Application in Elasto-plastic Analysis to Tunnel[J].The Chinese Journal of Nonferrous Metals,2002,12(5):1021-1026.
[23]徐栓强,俞茂宏,胡小荣.基于双剪统一强度理论的地下圆形洞室稳定性的研究[J].煤炭学报,2003,28(5):522-526. XU Shuan-qiang,YU Mao-hong,HU Xiao-rong.The Stability Analysis of Circular Tunnel Based the Twin Shear Unified Strength Theory[J].Journal of China Coal Society,2003,28(5):522-526.
[24]李忠华,官福海,潘一山.基于损伤理论的圆形巷道围岩应力场分析[J].岩土力学,2004,25(增2):160-163. LI Zhong-hua,GUAN Fu-hai,PAN Yi-shan.Analysis of Stress Field of Rock Surrounding Circular Roadway Based on Damage Theory[J].Rock and Soil Mechanics,2004,25(S2):160-163.
[25]殷有泉.岩石的塑性、损伤及其本构表述[J].地质科学,1995,30(1):63-70. YIN You-quan.On Rock Plasticity,Damage and Their Constitutive Formulation[J].Scientia Geologica Sinica,1995,30(1):63-70.
[26]周光泉,陈德华,席道瑛.岩石连续损伤本构方程[J].岩石力学与工程学报,1995,14(3):229-235. ZHOU Guang-quan,CHEN De-hua,XI Dao-ying.The Constitutive Equation of Continuum Damage for Rock[J].Chinese Journal of Rock Mechanics and En-gineering,1995,14(3):229-235.
[27]潘一山,徐秉业.考虑损伤的圆形洞室岩爆分析[J].岩石力学与工程学报,1999,18(2):152-156. PAN Yi-shan,XU Bing-ye.The Rockburst Analysis of Circular Chamber Under Consideration of Rock Damage[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(2):152-156.
[28]唐雪松,蒋持平,郑健龙.各向同性弹性损伤本构方程的一般形式[J].应用数学和力学,2001,22(12):1317-1323. TANG Xue-song,JIANG Chi-ping,ZHENG Jian-long.General Expressions of Constitutive Equations for Isotropic Elastic Damaged Materials[J].Applied Mathematics and Mechanics,2001,22(12):1317-1323.
[29]孔祥言.高等渗流力学[M].合肥:中国科学技术大学出版社,1999. KONG Xiang-yan.Advanced Mechanics of Fluids in Porous Media[M].Hefei:University of Science and Technology of China Press,1999.
[30]梁 冰,孙可明,薛 强.地下工程中的流-固耦合问题的探讨[J].辽宁工程技术大学学报:自然科学版,2001,20(2):129-134. LIANG Bing,SUN Ke-ming,XUE Qiang.The Research of Fluid-solid Coupling in the Ground Engineering[J].Journal of Liaoning Technical University:Natural Science,2001,20(2):129-134.
[31]速宝玉,詹美礼,王 媛.裂隙渗流与应力耦合特性的试验研究[J].岩土工程学报,1997,19(4):73-77. SU Bao-yu,ZHAN Mei-li,WANG Yuan.Coupled Seepage and Stress Fracture Experimental Study[J].Chinese Journal of Geotechnical Engineering,1997,19(4):73-77.
[32]荣传新,程 桦.地下水渗流对巷道围岩稳定性影响的理论解[J].岩石力学与工程学报,2004,23(5):741-744. RONG Chuan-xin,CHENG Hua.Stability Analysis of Rocks Around Tunnel with Ground Water Permeation[J].Chinese Journal of Rock Mechanics and En-gineering,2004,23(5):741-744.
[33]刘玉石,白家祉,周煜辉,等.考虑井壁岩石损伤时保持井眼稳定的泥浆密度[J].石油学报,1995,16(3):123-128. LIU Yu-shi,BAI Jia-zhi,ZHOU Yu-hui,et al.Mud Density for Wellbore Stability when Formation Rock is Damaged[J].Acta Petrolei Sinica,1995,16(3):123-128.
[34]白 矛,刘天泉.孔隙裂隙弹性理论及应用导论[M].北京:石油工业出版社,1999. BAI Mao,LIU Tian-quan.Elastic Fracture Porosity Introduction to Theory and Application[M].Beijing:Petroleum Industry Press,1999.
[35]李敬元,李子丰.渗流作用下井筒周围岩石内弹塑性应力分布规律及井壁稳定条件[J].工程力学,1997,14(1):131-137. LI Jing-yuan,LI Zi-feng.Rock Elastic-plastic Stresses Around a Wellbore and Wellbore Stability Under Permeation Osmosis[J].Engineering Mechanics,1997,14(1):131-137.
[36]陈仲颐,周景星.土力学[M].北京:清华大学出版社,1997. CHEN Zhong-yi,ZHOU Jing-xing.Soil Mechanics[M].Beijing:Tsinghua University Press,1997.
[37]谢和平.岩石混凝土损伤力学[M].徐州:中国矿业大学出版社,1990. XIE He-ping.Damage Mechanics of Rock and Concrete[M]. Xuzhou:China University of Mining and Technology Press,1990.
[38]李朝弟,刘信声.考虑材料损伤时厚壁圆筒的承载能力[J].力学与实践,1993(1):23-26. LI Zhao-di,LIU Xin-sheng.The Capacity of Thick-walled Cylinder when Considering Material Injury[J].Mechanics in Engineering,1993(1):23-26.
[39]YEW C H,CHENEVERT M E,WANG C L,et al.Wellbore Stress Distribution Produced by Moisture Adsorption[J].SPE Drilling Engineering,1990,5(4):311-316.
[40]CHENEVERT M E.Shale Alteration by Water Adsorption[J].Journal of Petroleum Technology,1970,22(9):1141-1148.
[41]CHENEVERT M E,OSISANYA S.Shale Testing Procedures for the Prevention of Borehole Collapse[C]//OSISANYA S.Proceedings of the Energy-sources Technology Conference & Exhibition.Houston:ETCE,1993:141-146.
[42]MODY F K,HALE A H.A Borehole Stability Model to Couple the Mechanics and Chemistry of Drilling Fluid Shale Interaction[C]//SPE.Proceeding of SPE/IADC Drilling Conference.Amsterdam:SPE,1993:473-490.
[43]徐芝伦.弹性力学[M].北京:高等教育出版社,1990. XU Zhi-lun.Elasticity Mechanics[M].Beijing:Higher Education Press,1990.
[44]黄荣樽.地层破裂压力预测模式的探讨[J].中国石油大学学报:自然科学版,1984(4):335-347. HUANG Rong-zun.A Model for Predicting Formation Fracture Pressure[J].Journal of China Univer-sity of Petroleum:Edition of Natural Science,1984(4):335-347.
[45]郑雨天.岩石力学的弹塑粘性理论基础[M].北京:煤炭工业出版社,1988. ZHENG Yu-tian. Theoretical Basis of Viscous Plastic Shells of Rock Mechanics[M].Beijing:China Coal Industry Publishing House,1988.
[46]俞茂宏.岩土类材料的统一强度理论及其应用[J].岩土工程学报,1994,16(2):1-10. YU Mao-hong.Unified Strength Theory for Geomaterials and Its Applications[J].Chinese Journal of Geotechnical Engineering,1994,16(2):1-10.
[47]YU M H.Unified Strength Theory and Applications[M].Berlin:Springer-Verlag,2004.
[48]蔡晓鸿,蔡勇平.水工压力隧洞结构应力计算[M].北京:中国水利水电出版社,2004. CAI Xiao-hong,CAI Yong-ping.Structure Stress Calculation for Hydraulic Pressure[M].Beijing:China Water Power Press,2004.
[49]马 青.基于损伤理论的圆形水工压力隧洞围岩应力场分析[D].西安:长安大学,2009. MA Qing.Analysis of Stress Field of Rock Surrounding Reinforced Concrete Filled Steel Columns Based on Damage Theory[D].Xi'an:Chang'an University,2009.

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Last Update: 2011-06-20