深部煤巷围岩控制内、外承载结构耦合稳定原理的研究
|
摘要
深部煤巷围岩控制是煤矿深部开采的技术难题之一。在分析深部煤巷矿压显现特征的基础上,结合现有围岩控制理论成果,提出了内承载结构和外承载结构的概念,建立了内、外承载结构模型,采用实验室实验、理论分析、数值模拟和现场观测等手段对深部煤巷围岩稳定性控制机理进行了系统的研究,主要研究内容和结果如下:
(1)通过分析岩石软化、扩容、蠕变、松弛和长时强度等力学性质,得出了它们与围岩应力场演化的关系。进行变应力路径下的岩石峰后蠕变试验,结果表明:损伤程度影响峰后蠕变特性,损伤程度越大,蠕变速率越快,蠕变失稳时间越短;围压增量可以从根本上改变峰后蠕变特性,降低蠕变速率,延长蠕变失稳时间,促使峰后蠕变由非稳定蠕变向稳定蠕变转化。这些规律为破裂区围岩稳定性分析和控制提供了理论依据。
(2)对深部巷道围岩深基点位移观测数据进行分析,得出围岩应变的空间分布具有波状特征;通过数值模拟分析,得出深部煤巷围岩应变、围岩应变软化系数和围岩应力的空间分布均具有波状特征,且它们三者之间存在有机的联系。结合围岩变形观测和数值模拟的结果,分析得到了内、外承载结构在受力、变形及性状等方面的力学特征,为在工程应用中界定外承载结构提供了依据。
(3)建立了圆形巷道内、外承载结构相互作用弹塑性理论模型,得到了围岩塑性区和破碎区半径、围岩应力及围岩位移的表达式。建立了煤巷煤帮内、外承载结构相互作用弹塑性理论模型,推导了煤帮塑性区宽度、煤帮围岩应力、煤帮水平位移的表达式。应用圆形巷道和煤帮内、外承载结构相互作用弹塑性理论分析结果,推导了外承载结构有关特征参数的表达式,揭示了外承载结构特征参数与巷道围岩稳定性的关系,以及内承载结构支护强度与外承载结构特征参数的关系。
(4)进行三维数值计算,研究了深部煤巷开挖、支护的空间效应,得出无支护、锚杆支护和锚杆锚索支护巷道外承载结构形成的规律,分析了锚杆支护参数对外承载结构形成过程的影响。建立圆形巷道粘弹塑性软化分析模型,得到了围岩塑性区和破碎区半径、围岩应力、围岩位移及外承载结构特征参数的表达式,分析了外承载结构随时间的演化过程及内承载结构所起的作用。建立煤帮外承载结构时间效应分析模型,推导了煤帮塑性区应力和煤帮外承载结构内边界位置的表达式,分析了煤帮外承载结构随时间的移动过程及内承载结构支护强度的影响。
(5)提出了外承载结构稳定的条件和巷道围岩稳定的条件,探讨了内承载结构促使外承载结构稳定的机理。分析了锚杆支护、注浆加固、支架支护等形式内承载结构的时间效应、承载能力和支撑作用效果;分析了锚索支护对内、外承载结构的作用。根据内承载结构作用机制的差异,将内、外承载结构耦合过程分为两个阶段,提出了每个阶段的支护原则和支护方法。
(6)通过平项山煤业集团四矿深部煤巷围岩控制的工程实践对研究结果进行了验证。
Strata control around coal drift is one of the technological difficulties for deep coal mining. Combing the existing theoretical results, new concepts of "inner bearing structure" and "outer bearing structure" are put forward and an inner-outer bearing structure model is constructed based on the analysis to the characteristics of strata behaviors. On the basis, systematic research is made on the stability control mechanism of this kind of surrounding rock through lab tests, theoretical analysis, numerical simulation and field observations. The main content is as follows:
1. New relationships between surrounding rock stress field evolution and rock properties are discovered. These properties contain softening, dilation, creep, relaxation, and long-term strength of the surrounding rock. The post-peak creep tests are conducted under different loading paths. The results show that: the post-peak creep properties are influenced by the damage degree. With the increase in damage degree, the creep velocity rises, while the creep collapsing time decreases. The creep properties will be changed fundamentally by the confining pressure increment. This leads to a decrease in the creep velocity and a prolongation of the creep collapsing time and hence makes the conversion of creep types from the unstable to the stable. This supplies a theoretical basis for stability analysis of the surrounding rock in the fractured zone.
2. Observations of the base displacement in deep roadways show that the strain distribution express flexuous characteristics. The numerical simulations show that the spatial distributions of strain, stress and the strain softening coefficient express flexuous characteristics. Moreover, they are interrelated closely. Also the mechanical states concerning the stress, deformation, properties etc. of the inner-outer bearing structure are analyzed and got, which provides a good basis for the recognition and definition of the outer bearing structure in engineering applications.
3. An elastic-plastic theoretical model of circular roadways considering the interaction between the inner and the outer bearing structure is presented, based on which the expressions of stress, displacement and the radiuses of the plastic zone and the loose zone in the surrounding rock are derived. Furthermore, another theoretical model considering the same interaction is derived for coal sides in coal drifts. Based on this model, the expressions of stress, horizontal displacement and the plastic zone width of coal side are derived. Also, the expressions of characteristic parameters of the outer bearing structure are derived from the aforementioned analytical results, which reveals the relationship between surrounding rock stability of roadways and the characteristic parameters of the outer bearing structure, as well as the relationship between the support strength of the inner bearing structure and characteristic parameters of the outer bearing structure .
4. The spatial effects of excavation and support in a deep coal drift are studied with 3D numerical simulations, from which the formation mode of the outer bearing structure is found under three conditions, namely without support, with rockbolt support and with combined support of rockbolt and cable. The effect of the support parameters on the formation process of the outer bearing structure is analyzed. A viscoelastic plastic-softening analytical model of circular roadways is created, and the expressions about plastic zone radius, loose zone radius, surrounding rock stress, surrounding rock displacement, and characteristic parameters of the outer bearing structure are obtained. The evolution of the outer bearing structure and the role of the inner bearing structure plays during this process are studied. A rheological model of the outer bearing structure in coal sides is constructed. The expressions of plastic zone stress and the inner boundary location of the outer bearing structure are derived. The moving process of the outer bearing structure in coal sides and the influence exerted by the support strength of the inner bearing structure are analyzed.
5. A stabilization condition of the outer bearing structure and surrounding rock is put forward, based on which the mechanism that the inner bearing structure makes the outer bearing structure stability is discussed. The temporal effects, the bearing capability, and the support effect of the inner bearing structures formed through bolt support, grouting, and brace support are analyzed. The influences of the cable on the inner and the outer bearing structures are analyzed. According to the differences of the inner bearing structure in function mechanisms, the coupling process of the inner and the outer bearing structure is divided into two stages, the support principles and methods of each stage are proposed.
6. The research results were validated in the engineering practice of strata control around deep coal drifts in the fourth coal mine of Pingdingshan Coal Industry Group.
(1)通过分析岩石软化、扩容、蠕变、松弛和长时强度等力学性质,得出了它们与围岩应力场演化的关系。进行变应力路径下的岩石峰后蠕变试验,结果表明:损伤程度影响峰后蠕变特性,损伤程度越大,蠕变速率越快,蠕变失稳时间越短;围压增量可以从根本上改变峰后蠕变特性,降低蠕变速率,延长蠕变失稳时间,促使峰后蠕变由非稳定蠕变向稳定蠕变转化。这些规律为破裂区围岩稳定性分析和控制提供了理论依据。
(2)对深部巷道围岩深基点位移观测数据进行分析,得出围岩应变的空间分布具有波状特征;通过数值模拟分析,得出深部煤巷围岩应变、围岩应变软化系数和围岩应力的空间分布均具有波状特征,且它们三者之间存在有机的联系。结合围岩变形观测和数值模拟的结果,分析得到了内、外承载结构在受力、变形及性状等方面的力学特征,为在工程应用中界定外承载结构提供了依据。
(3)建立了圆形巷道内、外承载结构相互作用弹塑性理论模型,得到了围岩塑性区和破碎区半径、围岩应力及围岩位移的表达式。建立了煤巷煤帮内、外承载结构相互作用弹塑性理论模型,推导了煤帮塑性区宽度、煤帮围岩应力、煤帮水平位移的表达式。应用圆形巷道和煤帮内、外承载结构相互作用弹塑性理论分析结果,推导了外承载结构有关特征参数的表达式,揭示了外承载结构特征参数与巷道围岩稳定性的关系,以及内承载结构支护强度与外承载结构特征参数的关系。
(4)进行三维数值计算,研究了深部煤巷开挖、支护的空间效应,得出无支护、锚杆支护和锚杆锚索支护巷道外承载结构形成的规律,分析了锚杆支护参数对外承载结构形成过程的影响。建立圆形巷道粘弹塑性软化分析模型,得到了围岩塑性区和破碎区半径、围岩应力、围岩位移及外承载结构特征参数的表达式,分析了外承载结构随时间的演化过程及内承载结构所起的作用。建立煤帮外承载结构时间效应分析模型,推导了煤帮塑性区应力和煤帮外承载结构内边界位置的表达式,分析了煤帮外承载结构随时间的移动过程及内承载结构支护强度的影响。
(5)提出了外承载结构稳定的条件和巷道围岩稳定的条件,探讨了内承载结构促使外承载结构稳定的机理。分析了锚杆支护、注浆加固、支架支护等形式内承载结构的时间效应、承载能力和支撑作用效果;分析了锚索支护对内、外承载结构的作用。根据内承载结构作用机制的差异,将内、外承载结构耦合过程分为两个阶段,提出了每个阶段的支护原则和支护方法。
(6)通过平项山煤业集团四矿深部煤巷围岩控制的工程实践对研究结果进行了验证。
Strata control around coal drift is one of the technological difficulties for deep coal mining. Combing the existing theoretical results, new concepts of "inner bearing structure" and "outer bearing structure" are put forward and an inner-outer bearing structure model is constructed based on the analysis to the characteristics of strata behaviors. On the basis, systematic research is made on the stability control mechanism of this kind of surrounding rock through lab tests, theoretical analysis, numerical simulation and field observations. The main content is as follows:
1. New relationships between surrounding rock stress field evolution and rock properties are discovered. These properties contain softening, dilation, creep, relaxation, and long-term strength of the surrounding rock. The post-peak creep tests are conducted under different loading paths. The results show that: the post-peak creep properties are influenced by the damage degree. With the increase in damage degree, the creep velocity rises, while the creep collapsing time decreases. The creep properties will be changed fundamentally by the confining pressure increment. This leads to a decrease in the creep velocity and a prolongation of the creep collapsing time and hence makes the conversion of creep types from the unstable to the stable. This supplies a theoretical basis for stability analysis of the surrounding rock in the fractured zone.
2. Observations of the base displacement in deep roadways show that the strain distribution express flexuous characteristics. The numerical simulations show that the spatial distributions of strain, stress and the strain softening coefficient express flexuous characteristics. Moreover, they are interrelated closely. Also the mechanical states concerning the stress, deformation, properties etc. of the inner-outer bearing structure are analyzed and got, which provides a good basis for the recognition and definition of the outer bearing structure in engineering applications.
3. An elastic-plastic theoretical model of circular roadways considering the interaction between the inner and the outer bearing structure is presented, based on which the expressions of stress, displacement and the radiuses of the plastic zone and the loose zone in the surrounding rock are derived. Furthermore, another theoretical model considering the same interaction is derived for coal sides in coal drifts. Based on this model, the expressions of stress, horizontal displacement and the plastic zone width of coal side are derived. Also, the expressions of characteristic parameters of the outer bearing structure are derived from the aforementioned analytical results, which reveals the relationship between surrounding rock stability of roadways and the characteristic parameters of the outer bearing structure, as well as the relationship between the support strength of the inner bearing structure and characteristic parameters of the outer bearing structure .
4. The spatial effects of excavation and support in a deep coal drift are studied with 3D numerical simulations, from which the formation mode of the outer bearing structure is found under three conditions, namely without support, with rockbolt support and with combined support of rockbolt and cable. The effect of the support parameters on the formation process of the outer bearing structure is analyzed. A viscoelastic plastic-softening analytical model of circular roadways is created, and the expressions about plastic zone radius, loose zone radius, surrounding rock stress, surrounding rock displacement, and characteristic parameters of the outer bearing structure are obtained. The evolution of the outer bearing structure and the role of the inner bearing structure plays during this process are studied. A rheological model of the outer bearing structure in coal sides is constructed. The expressions of plastic zone stress and the inner boundary location of the outer bearing structure are derived. The moving process of the outer bearing structure in coal sides and the influence exerted by the support strength of the inner bearing structure are analyzed.
5. A stabilization condition of the outer bearing structure and surrounding rock is put forward, based on which the mechanism that the inner bearing structure makes the outer bearing structure stability is discussed. The temporal effects, the bearing capability, and the support effect of the inner bearing structures formed through bolt support, grouting, and brace support are analyzed. The influences of the cable on the inner and the outer bearing structures are analyzed. According to the differences of the inner bearing structure in function mechanisms, the coupling process of the inner and the outer bearing structure is divided into two stages, the support principles and methods of each stage are proposed.
6. The research results were validated in the engineering practice of strata control around deep coal drifts in the fourth coal mine of Pingdingshan Coal Industry Group.
引文
[1]付国彬,姜志方.深井巷道矿山压力控制.徐州:中国矿业大学出版社,1996
[2]李德忠,夏新川,韩家根,等.深部矿井开采技术.徐州:中国矿业大学出版社,2005
[3]赵生才.深部高应力下的资源开采与地下工程--香山会议第175次综述.地球科学进展,2002,17(2):295-298
[4]谢和平.深部资源开采诱发的工程灾害与基础科学问题.见:谢和平,彭苏萍,何满潮,编:深部开采基础理论与工程实践.北京:科学出版社,2006.3-14
[5]侯朝炯,郭励生,勾攀峰.煤巷锚杆支护.徐州:中国矿业大学出版社,1999
[6]Ma Nianjie & Hou Chaojiong.A research into plastic-zone of surrounding strata of gateway affected by mining abutment stress.In:Proceeding of the 31 st U.S.Symposium.Rotterdam:A.A.balkema,1990.211-217
[7]何满潮,景海河,孙晓明.软岩工程力学.北京:科学出版社,2002
[8]张玉祥,陆士良.破裂岩石的力学性能及在深井软岩控制中的应用.岩石力学与工程学报,1998,17(6):622-627
[9]王彩根.软岩巷道壁后充填支护机理与技术的研究:[博士学位论文].徐州:中国矿业大学,1994
[10]杨超,陆士良,姜耀东.支护阻力对不同岩性围岩变形的控制作用.中国矿业大学学报,2000,29(2):170-173
[11]胡玉银.大埋深软岩巷道围岩变形破坏力学机制分析.水文地质工程地质,1994.6:4-6
[12]S.S.Peng.Time-dependent aspects of rock behavior as measured by a servocontrolled hydra machine.Int J Rock Mech Min Sci,1993,10:235-246
[13]范秋雁.软岩流变地压控制原理.中国矿业,1996,5(4):48-54
[14]范秋雁,朱维申.软岩最优支护计算方法.岩土工程学报,1997,19(2):77-82
[15]Muirwood A M.Tunnels for roads and motorways.Quart.J.Eng.Geol.,1972,(5):119-120
[16]Aydan O,Akagi T,Kavamoto T.The squeezing potential of rock around tunnels:theory and prediction with examples taken from Japan.Rock Mechanics and Rock Engineering,1996,29:125-143
[17]张向东,李永靖,张树光,等.软岩蠕变理论及其工程应用.岩石力学与工程学报,2004,23(10):1635-1639
[18]彭苏萍,王希良,刘咸卫,等.“三软”煤层巷道围岩流变特性试验研究.煤炭学报,2001,26(2):149-152
[19]杜计平,苏景春.煤矿深井开采的矿压显现及控制.徐州:中国矿业大学出版社.2000
[20]Fu Guobin,Jing Hongwen,Xu Jinhai.Stability analysis of surrounding rock of a deep roadway and its supporting practice.In:Proceedings of the 8th International Congress on Rock Mechanics.Part 2.Rotterdam:A.A.Balkema,1995.559-565
[21]靖洪文.深部巷道破裂围岩位移分析及应用:[博士学位论文].徐州:中国矿业大学,2001
[22]靖洪文,付国彬,郭志宏.深井巷道围岩松动圈影响因素实测分析及控制技术研究.岩石力学与工程学报,1999,18(1):70-74
[23]王元仁.深井困难条件下的巷道支护技术.煤炭科学技术,2003,31(2):9-11
[24]姜耀东,刘文岗,赵毅鑫.开滦矿区深部开采中巷道围岩稳定性研究.岩石力学与工程学报,2005,24(11):1857-1862
[25]姜耀东,赵毅鑫,刘文岗.深部开采中巷道底鼓问题的研究.岩石力学与工程学报,2004,23(14):2396-2401
[26]李晓.岩石峰后力学特性及其损伤软化模型的研究与应用:[博士学位论文].徐州:中国矿业大学,1995
[27]周华强.巷道支护限制作用与稳定作用理论的研究:[博士学位论文].徐州:中国矿业大学,2000
[28]蒋金泉,韩继胜,石永奎.巷道围岩结构稳定性与控制设计.北京:煤炭工业出版社,1999
[29]樊克恭,巷道围岩弱结构损伤破坏效应与非均称控制机理研究:[博士学位论文].泰安:山东科技大学,2004
[30]薛亚东,康天合.回采巷道围岩结构与裂隙分布特征及锚杆支护机理研究.煤炭学报,2000,25(6):97-101
[31]朱德仁,王令华,康红普,等.巷道煤帮稳定性相似材料模拟试验研究.煤炭学报,1998,23(1):42-47
[32]柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究.中国矿业大学学报,2006,35(2):145-148
[33]李德忠,夏新川,韩家根.深部矿井回采巷道变形特点及维护对策.煤炭科学技术,2005,33(8):24-26
[34]朱学军,杜兵,赵方敏.深部高应力巷道矿压显现与控制.矿山压力与顶板管理,2000,(3):64-67
[35]张农,侯朝炯,王培荣.深井三软煤巷锚杆支护技术研究.岩石力学与工程学报,1999,18(4):437-440
[36]J.F.T.,Leo J.Gilbride,Wendell A.Koontz.Implication of highly anisotropic horizontal stresses on entry stability at the West ELK Mine,Somerset,Colorado.In:Proceedings of the 24th International Conference on Ground Control in Mining.Morgantown:2005.196-202
[37]杨双锁.回采巷道围岩控制原理及锚固结构的适应性研究:[博士学位论文].徐州:中国矿业大学,2001
[38]M.奥顿哥特.巷道底鼓的防治,王松茂译.北京:煤炭工业出版社,1985
[39]HOU Chao-jiong.Review of roadway control in soft surrounding rock under dynamic press.Journal of Coal Science & Engineering(China),2003,9(1):1-7
[40]H.Witthaus,N.Polysos,H.Witthaus.Applied geomechanics for support design in German deep coal mines.In:Proceedings of the 25th International Conference on Ground Control in Mining.Morgantown:2006.199-208
[41]邢光中,尹鹤峰,孙广义.锚网支护技术在深部返修巷道中的应用.矿山压力与顶板管理,1995,3(4):149-154
[42]王宏,尹鹤峰,于竞敏,等.深部返修巷道矿压显现规律及其控制.黑龙江矿业学院学报,1996,6(2):1-4
[43]赵祉君,肖龙,高鉴.深部动压巷道小煤柱护巷的锚杆支护.矿山压力与顶板管理,2002,(3):22-24
[44]王德田,肖尚红.深部破碎围岩巷道锚喷支护修复技术.矿山压力与顶板管理,2005,(1);68-70
[45]刘刚,靖洪文.深井软岩巷道变形和加固对策.矿冶工程,2005,25(3):5-8
[46]金焕章,张磊鑫.深井主要巷道复合支护工艺.煤炭科学技术,2001,29(9):4-5
[47]孔德森,蒋余泉.深部巷道围岩稳定性预测与锚杆支护优化.矿山压力与顶板管理,2002,2:29-32
[48]闫利显,郎加平.深部全煤巷道锚梁网支护实践.煤矿开采,2000,(4):42,43
[49]王彦伦.深部全煤巷道锚梁网支护实践.煤炭科学技术,2003,31(11):58-59
[50]孙晓明,何满潮,冯增强.深部松软破碎煤层巷道锚网索支护技术研究.煤炭科学技术,2005,33(3):47-50
[51]沈荣喜,刘长友.锚网索联合支护在深井综放沿空巷道中的应用.煤炭科学技术,2004,32(10):4-6
[52]谷守生,孙磊,郭景秋.深井软岩穿层巷道支护与施工技术.煤矿现代化,2004,10(5):37-38
[53]杨祝余.深部开采膨胀型泥岩顶板大断面切眼一次成巷技术.能源技术与管理,2006,(1):33-34
[54]李德忠,夏新川,韩家根.深部矿井回采巷道锚杆联合支护.江苏煤炭,2003,(2):4-6
[55]高慎忠,李宗峰,倪庆均,等.深部复合顶回采巷道预应力锚索支护技术.山东煤炭技术,2004,(5):14-15
[56]王培良.深部回采巷道交分点支护形式探讨.2001,(4):57-59
[57]李德忠,夏新川,韩家根.深井回采巷道锚网、锚索联合支护技术.矿山压力与顶板管理,2003,(4):33-35
[58]B.Liu,Z.Q.Yue,L.G.Tham.Analytical design method for a truss-bolt system for einforcement of fractured coal mine roofs-illustrated with a case study.International Journal of Rock Mechanics & Mining Sciences,2005,42(2):195-218
[59]孟兆震.煤矿深部地压巷道锚注加固技术研究与应用.山东煤炭科技,2003,(1):57-58
[60]贺荣仓,赵坤.深部巷道锚注加固修复技术.建井技术,2003,24(6):9-11
[61]王辉.深井高应力巷道支护技术的实践.江西煤炭科技,2005,(1):30-31
[62]黄庆显.高地应力巷道锚喷注二次支护的研究和应用.中州煤炭,2006,(2):11-12
[63]景海河,孙晓明,衡朝阳.深井倾斜岩层回采巷道复合支护技术研究.煤炭科学技术,2001,29(8):24-27
[64]翟新献,李化敏,胡劲松.深井开拓巷道变形与支架的关系.煤,3(3):22-24
[65]周钢,祁和钢.深部回采巷道变形机理研究.矿山压力与顶板管理,1999,(2):16-18
[66]韩立军,靖洪文,蒋斌松.深井高应力软岩返修巷道支护技术研究.见:陈明和,王建平,周兴旺,等,编:矿山建设工程新进展-2005全国矿山建设学术会议文集(下册).徐州:中国矿业大学出版社,2005.28-33
[67]王怀新.深井主要巷道支护方式的研究与应用.煤矿安全,2003,34(8):25-26
[68]蒋金泉.深井高应力难采煤层上行卸压开采的研究与实践.煤炭学报,2004,29(1):1-6
[69]邵国柱,侯荣刚,张永海.深井跨采底板巷道的矿压显现.东北煤炭技术,1994,(2):12-16
[70]Serata,S.Stress control methods:Quantitative approach to stabilizing mine opening in weak ground.In:Proceedings Of First International Conference on Stability in Underground Mining.AIME.1983.52-98
[71]康红普.巷道底鼓的挠曲效应及卸压效果的分析.煤炭学报,1992,17(1):37-52
[72]李学华,黄志增,杨宏敏,等.高应力硐室底鼓控制的应力转移技术.中国矿业大学学报,2006,35(3):296-300
[73]杨永良,崔道品,李雅阁.控制巷道变形的卸压爆破法.矿山压力与顶板管理,2005,(1):33-35
[74]段克信.用巷帮松裂爆破卸压维护软岩巷道.煤炭学报,1995,20(3):311-316
[75]王永岩,高菲,齐瑁.软岩巷道爆破卸压方法的研究与实践.矿山压力与顶板管理,2003,(1):13-15
[76]潘一山,祝平,王德利.深埋巷道底臌及防治的蠕变模拟试验和数值分析.黑龙江矿业学院学报,1998,8(2):1-7
[77]杨永杰.软岩巷道底臌及切缝.矿山压力与顶板管理,1993,(1):9-13
[78]高明仕,张农,郭春生.三维锚索与巷帮卸压组合支护技术原理及工程实践.岩土工程学报,2005,27(5):587-590
[79]陈喜恩,赵忠明,王唐龙.卸压技术在深井大断面巷道中的应用.西部探矿工程,2004,(9):122-123
[80]韩立军,蒋斌松,贺永年.构造复杂区域巷道控顶卸压原理与支护技术实践.岩石力学与工程学报,2005,24(增2):5499-5505
[81]贾宝山,解茂昭,章庆丰.卸压支护技术在煤巷支护中的应用.岩石力学与工程学报,2005,24(1):116-120
[82]于学馥,郑颖人,刘怀恒,等.地下工程围岩稳定分析.北京:煤炭工业出版社,1983
[83]陈炎光,陆士良.中国煤矿巷道围岩控制.徐州:中国矿业大学出版社,1994
[84]王文星.岩体力学.长沙:中南大学出版社,2004
[85]郑颖人.地下工程锚喷支护设计指南.北京:中国铁道出版社,1988
[86]袁文伯,陈进.软化岩层中巷道的塑性区与破碎区分析.煤炭学报,1986,11(3):77-86
[87]马念杰.软化岩体中巷道围岩塑性区分析.阜新矿业学院学报(自然科学版),1995,14(4):18-21
[88]董方庭.巷道围岩松动圈支护理论及应用技术.北京:煤炭工业出版社,2001
[89]康红普.巷道围岩的承载圈分析.岩土力学,1996,17(4):84-89
[90]康红普.巷道围岩的关键圈理论.力学与实践,1997,19(1):34-36
[91]田永山.巷道维护原理及其研究方向的探讨.东北煤炭技术,1993,(5):12-15
[92]黄明利,张绍文,田永山.巷道围岩应力分布影响因素的研究.阜新矿业学院学报(自然科学版),1996,16(3):375-380
[93]王述红,刘斌,刘之洋.地下峒室围岩自稳承载结构及其支护方式.冶金矿山设计与建设,1999,31(1):10-12
[94]陈学华,沈海鸿,王善勇.巷道围岩自稳承载结构原理及其影响因素研究.辽宁工程技术大学学报(自然科学版),2001,21(3):261-263
[95]田永山.软泥岩巷道矿压机理的相似模拟探讨.阜新矿业学院学报,1987,6(4):15-25
[96]J.P.A.Roest,W.Kamp.The self supporting rock ring.Proceed of Mining and Technology(cd4),1985
[97]李永和.孔群支护-自承围岩承载结构体系的非线性机理分析.岩石力学与工程学报,1995,14(2):161-170
[98]韩立军,贺永年.深部破裂岩体锚注加固结构承载机理分析.煤炭学报,2005,30(B08):38-41
[99]伍永平,柴敬.回采巷道内岩体结构与支护体相互作互作用分析.阜新矿业学院学报(自然科学版),1997,16(1):56-60
[100]方祖烈.拉压域特征及主次承载区的维护理论.见:何满潮,黄福昌,闫吉太,编:世纪之交软岩工程技术现状与展望.北京:煤炭工业出版社,1999.48-51
[101]朱建明,徐秉业,任天贵等.巷道围岩主次承载区协调作用.中国矿业,2000,9(2):41-44
[102]钟世航.隧道围岩自承体系的形成及发展.铁道工程学报,1994,(9):678-684
[103]卢汝绥,钟世航.隧道自承体系形成机理的分析.隧道及地下工程,1997.18(4):5-9,24
[104]孔恒,王梦恕,高海宏.岩体锚固承载结构的构成分析.西部控矿工程,2003,(2):97-99
[105]V.V.Nazimko,S.S.Peng,A.A.Lapteev,et.al.Damage mechanics around a tunnel due to incremental ground pressure.Int.J.Rock Mech & Min.Sci,1997,34(3-4):655-658
[106]и.л.切尔尼亚克,ю.и.布尔恰科夫.深矿井采准巷道矿压控制,常惊鸿译.北京:煤炭工业出版社,1989
[107]陆士良,汤雷.软岩动压巷道锚杆支护阻力和工作状态的研究.煤,1998,(2):4-7
[108]Maier G,Hueckel T.Nonassociated and coupled flow rules of elastoplasticity for rock-like materials.Int.J.Rock Mech.Min.Sci,& Geomech Abstr,1979,16(2):77-92
[109]Farmer,Ian W.岩石的工程性质,王浩译.徐州:中国矿业大学出版社,1998
[110]李世平.岩石力学简明教程.北京:煤炭工业出版社,1996
[111]Kawamoto.Characteristics of deformation and permeability of fractured rock.Proceedings of the International Symposuim on Weak Rock,Tokyo,1998
[112]俞茂宏.双剪理论及其应用.北京:科学出版社,1998
[113]周思孟.刚性试验机及其在岩石力学中的应用.岩石力学与工程学报,1978,6(2):125-138
[114]Vermeer P.A.The orientation of shear bands in biaxial tests.Geotechnique,1990,40(2):223-236
[115]Frantziskonis G,Desai CS.Constitutive model with strain softening.Int.Journal of Solids and Structures,1987,23(6):733-750
[116]Kawahara,Mutsuto.Strain-softening finite element analysis of rock applied to tunnel excavation.In:Proceedings of the Internationalk Symposium on Weak Rock,Tokyo,1981
[117]Liu Baoshen.Mechanical models of fractured rock.In:Proceedings of the International Symposium on Weak Rock,Tokyo,1981
[118]Bazant Z P,Belytschko Ted B,Ta-peng Chang.Continuum theory for strain-softening.Journal of Engineering Mechanics,1984,110(12):1666-1693
[119]Baznt,Zdenek P,Jenn-Chuan Chem.Strain-softening with creep and exponential algorethm.Journal of Engineering Mechanics,1985,111(3):391-415
[120]Oka Fusao,Leroueil S.,Tavenas F..A constitutive model for natural soft clay with strain softening.Soils and Foundations,1989,29(3):54-66
[121]Nawrocki R,Mr(?)z Z..Constitutive model for rock accounting for viscoplastic deformation and damage.In:Tillerson,Wawersik,eds:Rock Mechanics.Rotterdam:Balkema,1992
[122]Liao J.S.An elastoplastic-damage model for rock-like materials.In:Rossmanith,eds:Mechanics of Jointed and Faulted Rock.Rotterdam:Balkema,1995
[123]Adachi T.,Oka F.An elasto-plastic constitutive model for soft rock with strain-softening.International Journal for Numerical and Analytical Methods in Geomechanics,1995,19(4):233-247
[124]林卓英等.岩石在三轴压缩下脆-延性软化的研究.岩土力学,1992,13(2-3):45-53
[125]陈宗基等.地下巷道长期稳定性的岩石力学问题.岩石力学与工程学报,1982,1(1):1-19
[126]靖洪文,李世平.零围压下岩石剪胀性能的试验研究.中国矿业大学学报,1998,27(1):19-22
[127]周维垣.高等岩石力学.北京:水利水电出版社,1990
[128]范广勤.岩土工程流变力学.北京:煤炭工业出版社,1993
[129]刘雄.岩石流变学概论.北京:地质出版社,1994
[130]邱贤德,庄乾城.岩盐流变特性的研究.重庆大学学报(自然科学版),1995,18(4):96-103
[131]郭培军.岩石自然力学特性及损伤行为研究:[博士学位论文].西安:西安交通大学,1994
[132]陈宗基.应力释放对开挖工程稳定性的重要影响.岩石力学与工程学报,1992,11(1):1-10
[133]周楚良.软岩的长期强度与流变特性.见:沈珠江,编:第二届华东岩土力学讨论会论文集,杭州:浙江大学出版社,1992.1-9
[134]陈宗基,周思孟.根据流变学与地球动力学观点研究新奥法.岩石力学与工程学报,1988,7(2):3-12
[135]袁亮.深井巷道围岩控制理论及淮南矿区工程实践.北京:煤炭工业出版社.2006
[136]刘社育,赵国堂.软岩巷道锚喷网支护参数的合理确定.湘潭矿业学院学报,1997,12(4):11-16
[137]刘高.高地应力区结构性流变围岩稳定性研究:[博士学位论文].成都理工大学,2001
[138]王卫军,李树清,欧阳广斌.深井煤层巷道围岩控制技术及试验研究.岩石力学与工程学报,2006,25(10):2102-2107
[139]李树清,王卫军,潘长良.深部软岩巷道承载结构的数值分析.岩土工程土学报,2006,28(3):377-381
[140]李永友,李树清.深部软岩巷道锚注联合支护围岩承载机理分析.湖南科技大学学报(自然科学版),2008,23(1):10-14
[141]柳厚祥,方风华.预埋式多点位移计现场确定围岩松动圈的方法研究.矿 冶工程,2006,26(1):1-4
[142]李世平.岩石力学简明教程.徐州:中国矿业大学出版社,1986
[143]贺永年.巷道滞后注浆加固与滞后时间分析.煤炭学报,1996,21(3):240-244
[144]马念杰,侯朝炯.采准巷道矿压理论及应用.北京:煤炭工业出版社,1995
[145]陆士良.无煤拄护巷的矿压显现.北京:煤炭工业出版社,1982
[146]Santanu Majumder,Swapan Chakrabarty.The vertical stress distribution in a coal side of a roadway-an elastic foundation approach.Mining Science and Technology,1991,12(3):233-240
[147]Mr(?)z Z,Nawrocki P.Deformation and stability of an elasto-plastic softening pillar.Rock Mechanics and Rock Engineering,1989,(22):69-108
[148]王卫军,侯朝炯,李学华.老顶给定变形下综放沿空掘巷合理定位分析.湘潭矿业学院学报,2001,16(2):1-4
[149]徐思朋,茅献彪,张东升.煤柱塑性区的弹粘塑性理论分析.辽宁工程技术大学学报,2006,25(2):194-196
[150]赵国堂.煤柱内应力分布规律及其尺寸确定的研究.淮南矿业学院学报.1992,12(3):66-72
[151]刘长武,褚秀生.软岩巷道锚注加固原理与应用.徐州:中国矿业大学出版社,2000
[152]张农.软岩巷道滞后注浆围岩控制研究:[博士学位论文].徐州:中国矿业大学,1999
[153]A.Graziani,D.Boldini,R.Ribacchi.Practical estimate of deformations and stress relief factors for deep tunnels supported by shotcrete.Rock Mechanics and Rock Engineering,2005,38(5):345-372
[154]华安增,邹用贵,闻全.巷道端部围岩位移规律.中国矿业大学学报,1994,23(3):10-17
[155]陈进,袁文伯.巷道围岩渐进破坏的粘弹塑性软化分析.中国矿业学院学报,1988,17(3):38-45
[156]周楚良.岩石强度衰减、流变与围岩稳定性分析.矿山压力与顶板管理,1993.3-4:7
[157]朱德仁.岩石工程破坏准则.煤炭学报,1994,19(1):15-21
[158]王悦汉,王彩根,周华强.巷道支架壁后充填技术.北京:煤炭工业出版社,1995
[159]覃正刚.高强预应力锚杆的锚固机理及时效性分析:[硕士学位论文].武汉: 中国科学院研究生院,2007
[160]汤 雷,王五平.锚杆支护与围岩共同承载的协调性.煤炭学报,2004,29(1):12-16
[161]李大伟,侯朝炯.锚杆支护对围岩稳定作用的弹塑性力学计算与应用.西安科技大学学报,2006,26(1):20-23
[162]韩立军.岩石破坏后的结构效应及锚注加固特性研究:[博士学位论文].徐州:中国矿业大学,2004
[163]勾攀峰,侯朝炯.锚固体强度强化的实验研究.重大大学学报(自然科学版),1999,23(3):35-39
[164]徐芝纶.弹性力学.北京:高等教育出版社,1982
[165]何满潮,袁和生,靖洪文,等.中国煤矿锚杆支护理论与实践.北京:科学出版社,2004
[166]张农.煤巷顶板离层控制理论及实践.煤矿支护,2006,(2):1-9
[2]李德忠,夏新川,韩家根,等.深部矿井开采技术.徐州:中国矿业大学出版社,2005
[3]赵生才.深部高应力下的资源开采与地下工程--香山会议第175次综述.地球科学进展,2002,17(2):295-298
[4]谢和平.深部资源开采诱发的工程灾害与基础科学问题.见:谢和平,彭苏萍,何满潮,编:深部开采基础理论与工程实践.北京:科学出版社,2006.3-14
[5]侯朝炯,郭励生,勾攀峰.煤巷锚杆支护.徐州:中国矿业大学出版社,1999
[6]Ma Nianjie & Hou Chaojiong.A research into plastic-zone of surrounding strata of gateway affected by mining abutment stress.In:Proceeding of the 31 st U.S.Symposium.Rotterdam:A.A.balkema,1990.211-217
[7]何满潮,景海河,孙晓明.软岩工程力学.北京:科学出版社,2002
[8]张玉祥,陆士良.破裂岩石的力学性能及在深井软岩控制中的应用.岩石力学与工程学报,1998,17(6):622-627
[9]王彩根.软岩巷道壁后充填支护机理与技术的研究:[博士学位论文].徐州:中国矿业大学,1994
[10]杨超,陆士良,姜耀东.支护阻力对不同岩性围岩变形的控制作用.中国矿业大学学报,2000,29(2):170-173
[11]胡玉银.大埋深软岩巷道围岩变形破坏力学机制分析.水文地质工程地质,1994.6:4-6
[12]S.S.Peng.Time-dependent aspects of rock behavior as measured by a servocontrolled hydra machine.Int J Rock Mech Min Sci,1993,10:235-246
[13]范秋雁.软岩流变地压控制原理.中国矿业,1996,5(4):48-54
[14]范秋雁,朱维申.软岩最优支护计算方法.岩土工程学报,1997,19(2):77-82
[15]Muirwood A M.Tunnels for roads and motorways.Quart.J.Eng.Geol.,1972,(5):119-120
[16]Aydan O,Akagi T,Kavamoto T.The squeezing potential of rock around tunnels:theory and prediction with examples taken from Japan.Rock Mechanics and Rock Engineering,1996,29:125-143
[17]张向东,李永靖,张树光,等.软岩蠕变理论及其工程应用.岩石力学与工程学报,2004,23(10):1635-1639
[18]彭苏萍,王希良,刘咸卫,等.“三软”煤层巷道围岩流变特性试验研究.煤炭学报,2001,26(2):149-152
[19]杜计平,苏景春.煤矿深井开采的矿压显现及控制.徐州:中国矿业大学出版社.2000
[20]Fu Guobin,Jing Hongwen,Xu Jinhai.Stability analysis of surrounding rock of a deep roadway and its supporting practice.In:Proceedings of the 8th International Congress on Rock Mechanics.Part 2.Rotterdam:A.A.Balkema,1995.559-565
[21]靖洪文.深部巷道破裂围岩位移分析及应用:[博士学位论文].徐州:中国矿业大学,2001
[22]靖洪文,付国彬,郭志宏.深井巷道围岩松动圈影响因素实测分析及控制技术研究.岩石力学与工程学报,1999,18(1):70-74
[23]王元仁.深井困难条件下的巷道支护技术.煤炭科学技术,2003,31(2):9-11
[24]姜耀东,刘文岗,赵毅鑫.开滦矿区深部开采中巷道围岩稳定性研究.岩石力学与工程学报,2005,24(11):1857-1862
[25]姜耀东,赵毅鑫,刘文岗.深部开采中巷道底鼓问题的研究.岩石力学与工程学报,2004,23(14):2396-2401
[26]李晓.岩石峰后力学特性及其损伤软化模型的研究与应用:[博士学位论文].徐州:中国矿业大学,1995
[27]周华强.巷道支护限制作用与稳定作用理论的研究:[博士学位论文].徐州:中国矿业大学,2000
[28]蒋金泉,韩继胜,石永奎.巷道围岩结构稳定性与控制设计.北京:煤炭工业出版社,1999
[29]樊克恭,巷道围岩弱结构损伤破坏效应与非均称控制机理研究:[博士学位论文].泰安:山东科技大学,2004
[30]薛亚东,康天合.回采巷道围岩结构与裂隙分布特征及锚杆支护机理研究.煤炭学报,2000,25(6):97-101
[31]朱德仁,王令华,康红普,等.巷道煤帮稳定性相似材料模拟试验研究.煤炭学报,1998,23(1):42-47
[32]柏建彪,侯朝炯.深部巷道围岩控制原理与应用研究.中国矿业大学学报,2006,35(2):145-148
[33]李德忠,夏新川,韩家根.深部矿井回采巷道变形特点及维护对策.煤炭科学技术,2005,33(8):24-26
[34]朱学军,杜兵,赵方敏.深部高应力巷道矿压显现与控制.矿山压力与顶板管理,2000,(3):64-67
[35]张农,侯朝炯,王培荣.深井三软煤巷锚杆支护技术研究.岩石力学与工程学报,1999,18(4):437-440
[36]J.F.T.,Leo J.Gilbride,Wendell A.Koontz.Implication of highly anisotropic horizontal stresses on entry stability at the West ELK Mine,Somerset,Colorado.In:Proceedings of the 24th International Conference on Ground Control in Mining.Morgantown:2005.196-202
[37]杨双锁.回采巷道围岩控制原理及锚固结构的适应性研究:[博士学位论文].徐州:中国矿业大学,2001
[38]M.奥顿哥特.巷道底鼓的防治,王松茂译.北京:煤炭工业出版社,1985
[39]HOU Chao-jiong.Review of roadway control in soft surrounding rock under dynamic press.Journal of Coal Science & Engineering(China),2003,9(1):1-7
[40]H.Witthaus,N.Polysos,H.Witthaus.Applied geomechanics for support design in German deep coal mines.In:Proceedings of the 25th International Conference on Ground Control in Mining.Morgantown:2006.199-208
[41]邢光中,尹鹤峰,孙广义.锚网支护技术在深部返修巷道中的应用.矿山压力与顶板管理,1995,3(4):149-154
[42]王宏,尹鹤峰,于竞敏,等.深部返修巷道矿压显现规律及其控制.黑龙江矿业学院学报,1996,6(2):1-4
[43]赵祉君,肖龙,高鉴.深部动压巷道小煤柱护巷的锚杆支护.矿山压力与顶板管理,2002,(3):22-24
[44]王德田,肖尚红.深部破碎围岩巷道锚喷支护修复技术.矿山压力与顶板管理,2005,(1);68-70
[45]刘刚,靖洪文.深井软岩巷道变形和加固对策.矿冶工程,2005,25(3):5-8
[46]金焕章,张磊鑫.深井主要巷道复合支护工艺.煤炭科学技术,2001,29(9):4-5
[47]孔德森,蒋余泉.深部巷道围岩稳定性预测与锚杆支护优化.矿山压力与顶板管理,2002,2:29-32
[48]闫利显,郎加平.深部全煤巷道锚梁网支护实践.煤矿开采,2000,(4):42,43
[49]王彦伦.深部全煤巷道锚梁网支护实践.煤炭科学技术,2003,31(11):58-59
[50]孙晓明,何满潮,冯增强.深部松软破碎煤层巷道锚网索支护技术研究.煤炭科学技术,2005,33(3):47-50
[51]沈荣喜,刘长友.锚网索联合支护在深井综放沿空巷道中的应用.煤炭科学技术,2004,32(10):4-6
[52]谷守生,孙磊,郭景秋.深井软岩穿层巷道支护与施工技术.煤矿现代化,2004,10(5):37-38
[53]杨祝余.深部开采膨胀型泥岩顶板大断面切眼一次成巷技术.能源技术与管理,2006,(1):33-34
[54]李德忠,夏新川,韩家根.深部矿井回采巷道锚杆联合支护.江苏煤炭,2003,(2):4-6
[55]高慎忠,李宗峰,倪庆均,等.深部复合顶回采巷道预应力锚索支护技术.山东煤炭技术,2004,(5):14-15
[56]王培良.深部回采巷道交分点支护形式探讨.2001,(4):57-59
[57]李德忠,夏新川,韩家根.深井回采巷道锚网、锚索联合支护技术.矿山压力与顶板管理,2003,(4):33-35
[58]B.Liu,Z.Q.Yue,L.G.Tham.Analytical design method for a truss-bolt system for einforcement of fractured coal mine roofs-illustrated with a case study.International Journal of Rock Mechanics & Mining Sciences,2005,42(2):195-218
[59]孟兆震.煤矿深部地压巷道锚注加固技术研究与应用.山东煤炭科技,2003,(1):57-58
[60]贺荣仓,赵坤.深部巷道锚注加固修复技术.建井技术,2003,24(6):9-11
[61]王辉.深井高应力巷道支护技术的实践.江西煤炭科技,2005,(1):30-31
[62]黄庆显.高地应力巷道锚喷注二次支护的研究和应用.中州煤炭,2006,(2):11-12
[63]景海河,孙晓明,衡朝阳.深井倾斜岩层回采巷道复合支护技术研究.煤炭科学技术,2001,29(8):24-27
[64]翟新献,李化敏,胡劲松.深井开拓巷道变形与支架的关系.煤,3(3):22-24
[65]周钢,祁和钢.深部回采巷道变形机理研究.矿山压力与顶板管理,1999,(2):16-18
[66]韩立军,靖洪文,蒋斌松.深井高应力软岩返修巷道支护技术研究.见:陈明和,王建平,周兴旺,等,编:矿山建设工程新进展-2005全国矿山建设学术会议文集(下册).徐州:中国矿业大学出版社,2005.28-33
[67]王怀新.深井主要巷道支护方式的研究与应用.煤矿安全,2003,34(8):25-26
[68]蒋金泉.深井高应力难采煤层上行卸压开采的研究与实践.煤炭学报,2004,29(1):1-6
[69]邵国柱,侯荣刚,张永海.深井跨采底板巷道的矿压显现.东北煤炭技术,1994,(2):12-16
[70]Serata,S.Stress control methods:Quantitative approach to stabilizing mine opening in weak ground.In:Proceedings Of First International Conference on Stability in Underground Mining.AIME.1983.52-98
[71]康红普.巷道底鼓的挠曲效应及卸压效果的分析.煤炭学报,1992,17(1):37-52
[72]李学华,黄志增,杨宏敏,等.高应力硐室底鼓控制的应力转移技术.中国矿业大学学报,2006,35(3):296-300
[73]杨永良,崔道品,李雅阁.控制巷道变形的卸压爆破法.矿山压力与顶板管理,2005,(1):33-35
[74]段克信.用巷帮松裂爆破卸压维护软岩巷道.煤炭学报,1995,20(3):311-316
[75]王永岩,高菲,齐瑁.软岩巷道爆破卸压方法的研究与实践.矿山压力与顶板管理,2003,(1):13-15
[76]潘一山,祝平,王德利.深埋巷道底臌及防治的蠕变模拟试验和数值分析.黑龙江矿业学院学报,1998,8(2):1-7
[77]杨永杰.软岩巷道底臌及切缝.矿山压力与顶板管理,1993,(1):9-13
[78]高明仕,张农,郭春生.三维锚索与巷帮卸压组合支护技术原理及工程实践.岩土工程学报,2005,27(5):587-590
[79]陈喜恩,赵忠明,王唐龙.卸压技术在深井大断面巷道中的应用.西部探矿工程,2004,(9):122-123
[80]韩立军,蒋斌松,贺永年.构造复杂区域巷道控顶卸压原理与支护技术实践.岩石力学与工程学报,2005,24(增2):5499-5505
[81]贾宝山,解茂昭,章庆丰.卸压支护技术在煤巷支护中的应用.岩石力学与工程学报,2005,24(1):116-120
[82]于学馥,郑颖人,刘怀恒,等.地下工程围岩稳定分析.北京:煤炭工业出版社,1983
[83]陈炎光,陆士良.中国煤矿巷道围岩控制.徐州:中国矿业大学出版社,1994
[84]王文星.岩体力学.长沙:中南大学出版社,2004
[85]郑颖人.地下工程锚喷支护设计指南.北京:中国铁道出版社,1988
[86]袁文伯,陈进.软化岩层中巷道的塑性区与破碎区分析.煤炭学报,1986,11(3):77-86
[87]马念杰.软化岩体中巷道围岩塑性区分析.阜新矿业学院学报(自然科学版),1995,14(4):18-21
[88]董方庭.巷道围岩松动圈支护理论及应用技术.北京:煤炭工业出版社,2001
[89]康红普.巷道围岩的承载圈分析.岩土力学,1996,17(4):84-89
[90]康红普.巷道围岩的关键圈理论.力学与实践,1997,19(1):34-36
[91]田永山.巷道维护原理及其研究方向的探讨.东北煤炭技术,1993,(5):12-15
[92]黄明利,张绍文,田永山.巷道围岩应力分布影响因素的研究.阜新矿业学院学报(自然科学版),1996,16(3):375-380
[93]王述红,刘斌,刘之洋.地下峒室围岩自稳承载结构及其支护方式.冶金矿山设计与建设,1999,31(1):10-12
[94]陈学华,沈海鸿,王善勇.巷道围岩自稳承载结构原理及其影响因素研究.辽宁工程技术大学学报(自然科学版),2001,21(3):261-263
[95]田永山.软泥岩巷道矿压机理的相似模拟探讨.阜新矿业学院学报,1987,6(4):15-25
[96]J.P.A.Roest,W.Kamp.The self supporting rock ring.Proceed of Mining and Technology(cd4),1985
[97]李永和.孔群支护-自承围岩承载结构体系的非线性机理分析.岩石力学与工程学报,1995,14(2):161-170
[98]韩立军,贺永年.深部破裂岩体锚注加固结构承载机理分析.煤炭学报,2005,30(B08):38-41
[99]伍永平,柴敬.回采巷道内岩体结构与支护体相互作互作用分析.阜新矿业学院学报(自然科学版),1997,16(1):56-60
[100]方祖烈.拉压域特征及主次承载区的维护理论.见:何满潮,黄福昌,闫吉太,编:世纪之交软岩工程技术现状与展望.北京:煤炭工业出版社,1999.48-51
[101]朱建明,徐秉业,任天贵等.巷道围岩主次承载区协调作用.中国矿业,2000,9(2):41-44
[102]钟世航.隧道围岩自承体系的形成及发展.铁道工程学报,1994,(9):678-684
[103]卢汝绥,钟世航.隧道自承体系形成机理的分析.隧道及地下工程,1997.18(4):5-9,24
[104]孔恒,王梦恕,高海宏.岩体锚固承载结构的构成分析.西部控矿工程,2003,(2):97-99
[105]V.V.Nazimko,S.S.Peng,A.A.Lapteev,et.al.Damage mechanics around a tunnel due to incremental ground pressure.Int.J.Rock Mech & Min.Sci,1997,34(3-4):655-658
[106]и.л.切尔尼亚克,ю.и.布尔恰科夫.深矿井采准巷道矿压控制,常惊鸿译.北京:煤炭工业出版社,1989
[107]陆士良,汤雷.软岩动压巷道锚杆支护阻力和工作状态的研究.煤,1998,(2):4-7
[108]Maier G,Hueckel T.Nonassociated and coupled flow rules of elastoplasticity for rock-like materials.Int.J.Rock Mech.Min.Sci,& Geomech Abstr,1979,16(2):77-92
[109]Farmer,Ian W.岩石的工程性质,王浩译.徐州:中国矿业大学出版社,1998
[110]李世平.岩石力学简明教程.北京:煤炭工业出版社,1996
[111]Kawamoto.Characteristics of deformation and permeability of fractured rock.Proceedings of the International Symposuim on Weak Rock,Tokyo,1998
[112]俞茂宏.双剪理论及其应用.北京:科学出版社,1998
[113]周思孟.刚性试验机及其在岩石力学中的应用.岩石力学与工程学报,1978,6(2):125-138
[114]Vermeer P.A.The orientation of shear bands in biaxial tests.Geotechnique,1990,40(2):223-236
[115]Frantziskonis G,Desai CS.Constitutive model with strain softening.Int.Journal of Solids and Structures,1987,23(6):733-750
[116]Kawahara,Mutsuto.Strain-softening finite element analysis of rock applied to tunnel excavation.In:Proceedings of the Internationalk Symposium on Weak Rock,Tokyo,1981
[117]Liu Baoshen.Mechanical models of fractured rock.In:Proceedings of the International Symposium on Weak Rock,Tokyo,1981
[118]Bazant Z P,Belytschko Ted B,Ta-peng Chang.Continuum theory for strain-softening.Journal of Engineering Mechanics,1984,110(12):1666-1693
[119]Baznt,Zdenek P,Jenn-Chuan Chem.Strain-softening with creep and exponential algorethm.Journal of Engineering Mechanics,1985,111(3):391-415
[120]Oka Fusao,Leroueil S.,Tavenas F..A constitutive model for natural soft clay with strain softening.Soils and Foundations,1989,29(3):54-66
[121]Nawrocki R,Mr(?)z Z..Constitutive model for rock accounting for viscoplastic deformation and damage.In:Tillerson,Wawersik,eds:Rock Mechanics.Rotterdam:Balkema,1992
[122]Liao J.S.An elastoplastic-damage model for rock-like materials.In:Rossmanith,eds:Mechanics of Jointed and Faulted Rock.Rotterdam:Balkema,1995
[123]Adachi T.,Oka F.An elasto-plastic constitutive model for soft rock with strain-softening.International Journal for Numerical and Analytical Methods in Geomechanics,1995,19(4):233-247
[124]林卓英等.岩石在三轴压缩下脆-延性软化的研究.岩土力学,1992,13(2-3):45-53
[125]陈宗基等.地下巷道长期稳定性的岩石力学问题.岩石力学与工程学报,1982,1(1):1-19
[126]靖洪文,李世平.零围压下岩石剪胀性能的试验研究.中国矿业大学学报,1998,27(1):19-22
[127]周维垣.高等岩石力学.北京:水利水电出版社,1990
[128]范广勤.岩土工程流变力学.北京:煤炭工业出版社,1993
[129]刘雄.岩石流变学概论.北京:地质出版社,1994
[130]邱贤德,庄乾城.岩盐流变特性的研究.重庆大学学报(自然科学版),1995,18(4):96-103
[131]郭培军.岩石自然力学特性及损伤行为研究:[博士学位论文].西安:西安交通大学,1994
[132]陈宗基.应力释放对开挖工程稳定性的重要影响.岩石力学与工程学报,1992,11(1):1-10
[133]周楚良.软岩的长期强度与流变特性.见:沈珠江,编:第二届华东岩土力学讨论会论文集,杭州:浙江大学出版社,1992.1-9
[134]陈宗基,周思孟.根据流变学与地球动力学观点研究新奥法.岩石力学与工程学报,1988,7(2):3-12
[135]袁亮.深井巷道围岩控制理论及淮南矿区工程实践.北京:煤炭工业出版社.2006
[136]刘社育,赵国堂.软岩巷道锚喷网支护参数的合理确定.湘潭矿业学院学报,1997,12(4):11-16
[137]刘高.高地应力区结构性流变围岩稳定性研究:[博士学位论文].成都理工大学,2001
[138]王卫军,李树清,欧阳广斌.深井煤层巷道围岩控制技术及试验研究.岩石力学与工程学报,2006,25(10):2102-2107
[139]李树清,王卫军,潘长良.深部软岩巷道承载结构的数值分析.岩土工程土学报,2006,28(3):377-381
[140]李永友,李树清.深部软岩巷道锚注联合支护围岩承载机理分析.湖南科技大学学报(自然科学版),2008,23(1):10-14
[141]柳厚祥,方风华.预埋式多点位移计现场确定围岩松动圈的方法研究.矿 冶工程,2006,26(1):1-4
[142]李世平.岩石力学简明教程.徐州:中国矿业大学出版社,1986
[143]贺永年.巷道滞后注浆加固与滞后时间分析.煤炭学报,1996,21(3):240-244
[144]马念杰,侯朝炯.采准巷道矿压理论及应用.北京:煤炭工业出版社,1995
[145]陆士良.无煤拄护巷的矿压显现.北京:煤炭工业出版社,1982
[146]Santanu Majumder,Swapan Chakrabarty.The vertical stress distribution in a coal side of a roadway-an elastic foundation approach.Mining Science and Technology,1991,12(3):233-240
[147]Mr(?)z Z,Nawrocki P.Deformation and stability of an elasto-plastic softening pillar.Rock Mechanics and Rock Engineering,1989,(22):69-108
[148]王卫军,侯朝炯,李学华.老顶给定变形下综放沿空掘巷合理定位分析.湘潭矿业学院学报,2001,16(2):1-4
[149]徐思朋,茅献彪,张东升.煤柱塑性区的弹粘塑性理论分析.辽宁工程技术大学学报,2006,25(2):194-196
[150]赵国堂.煤柱内应力分布规律及其尺寸确定的研究.淮南矿业学院学报.1992,12(3):66-72
[151]刘长武,褚秀生.软岩巷道锚注加固原理与应用.徐州:中国矿业大学出版社,2000
[152]张农.软岩巷道滞后注浆围岩控制研究:[博士学位论文].徐州:中国矿业大学,1999
[153]A.Graziani,D.Boldini,R.Ribacchi.Practical estimate of deformations and stress relief factors for deep tunnels supported by shotcrete.Rock Mechanics and Rock Engineering,2005,38(5):345-372
[154]华安增,邹用贵,闻全.巷道端部围岩位移规律.中国矿业大学学报,1994,23(3):10-17
[155]陈进,袁文伯.巷道围岩渐进破坏的粘弹塑性软化分析.中国矿业学院学报,1988,17(3):38-45
[156]周楚良.岩石强度衰减、流变与围岩稳定性分析.矿山压力与顶板管理,1993.3-4:7
[157]朱德仁.岩石工程破坏准则.煤炭学报,1994,19(1):15-21
[158]王悦汉,王彩根,周华强.巷道支架壁后充填技术.北京:煤炭工业出版社,1995
[159]覃正刚.高强预应力锚杆的锚固机理及时效性分析:[硕士学位论文].武汉: 中国科学院研究生院,2007
[160]汤 雷,王五平.锚杆支护与围岩共同承载的协调性.煤炭学报,2004,29(1):12-16
[161]李大伟,侯朝炯.锚杆支护对围岩稳定作用的弹塑性力学计算与应用.西安科技大学学报,2006,26(1):20-23
[162]韩立军.岩石破坏后的结构效应及锚注加固特性研究:[博士学位论文].徐州:中国矿业大学,2004
[163]勾攀峰,侯朝炯.锚固体强度强化的实验研究.重大大学学报(自然科学版),1999,23(3):35-39
[164]徐芝纶.弹性力学.北京:高等教育出版社,1982
[165]何满潮,袁和生,靖洪文,等.中国煤矿锚杆支护理论与实践.北京:科学出版社,2004
[166]张农.煤巷顶板离层控制理论及实践.煤矿支护,2006,(2):1-9
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |