裂隙岩体在水—岩作用下的损伤机理分析及其加固机理研究
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摘要
随着我国经济的高速发展,国民经济对能源的需求越来越大,我国的矿井建设又掀起一轮新的高潮,因而深井巷道的裂隙岩体在水—岩作用下的损伤问题凸显更加严重,制约工程实践的发展,并对工程建设形成了严重的安全危害。
本文在前人相关研究成果的基础上,从物理、化学和力学方面阐述了水—岩作用对裂隙岩体的损伤效应,并考虑介质场、应力场、化学场和温度场等多场耦合效应,动态的演化及逐渐变异和协调的过程。以渗流力学,损伤力学力学为理论依据,在Oda连续介质渗流模型的基础上,综合考虑裂隙岩体的损伤破坏,得出了裂隙岩体的应力—应变—损伤耦合方程。并应用断裂力学分析锚杆加固裂隙尖端裂纹的强度因子,且在分析裂隙岩体锚注加固力学特征的基础上,运用连续介质的弹塑性理论,借鉴前人的研究经验,同时考虑锚杆和注浆因素对节理面力学特性的影响,推导锚注节理的强度公式和锚注节理切向的本构方程。同时分析了深埋巷道衬砌水荷载作用机理,对在未注浆和注浆条件下的应力、应变和位移计算进行比较,得出在水压力作用下的深埋巷道,在允许开挖后一定变形的情况下采取有效的锚注支护后,注浆范围和注浆质量对裂隙围岩的应力应变的影响。最后采用岩土工程常用的FLAC-3D数值模拟软件,对裂隙岩体的锚注加固机理进行分析,研究锚注支护对裂隙岩体稳定性的影响效果。
With the rapid development of China's economy, the national economy to the growing demands for energy. China's construction of the mine set off a new upsurge, under the water-rock interaction, fractured rock mass in the deep coal highlights the more serious damage, constraining the development of engineering practice, and projects a serious safety hazard.
This article related to this article in the previous research, expatiates on the basis of the physical, chemical and mechanical aspects of water-rock interaction on the fractured rock mass effect of the damage, taking into account media field, stress field, the chemical field and temperature field, such as multi-field coupling effect, and the gradual evolution of dynamic variation and co-ordination process. In order to fluid-mechanics, damage-mechanics theory for the mechanics, the continuum percolation model Oda on the basis of comprehensive consideration of the damage in fractured rock, obtains the stress-strain-damage coupled equations on the fractured rock mass. And author analyzed crack tip fracture bolt reinforcement of the intensity factor by the application of fracture mechanics, and analyzed fractured rock mass mechanical characteristics of reinforcement bolt-grouting on the basis of the use of continuum elastic-plastic theory, drawing on previous research experience, taking into bolt and grouting joint surface on the impact of mechanical properties, is derived bolting strength joint formula and bolting joints tangential constitutive equation. At the same time, analysis of the deep roadway lining water-loading mechanism in the absence of grouting and grouting under the conditions of stress, strain and displacement calculation of comparison, the analysis of the scope and grouting of fractured rock mass stress-strain impact, under water pressure in the deep roadway, while allowing a certain deformation after excavation to take effective bolt-grouting,. Finally, commonly used in geotechnical engineering using FLAC-3D numerical simulation software, author analyzed the bolt-grouting of the fractured rock mass analysis of the mechanism of reinforcement to study the anchor-grouting on the stability of fractured rock mass effect.
本文在前人相关研究成果的基础上,从物理、化学和力学方面阐述了水—岩作用对裂隙岩体的损伤效应,并考虑介质场、应力场、化学场和温度场等多场耦合效应,动态的演化及逐渐变异和协调的过程。以渗流力学,损伤力学力学为理论依据,在Oda连续介质渗流模型的基础上,综合考虑裂隙岩体的损伤破坏,得出了裂隙岩体的应力—应变—损伤耦合方程。并应用断裂力学分析锚杆加固裂隙尖端裂纹的强度因子,且在分析裂隙岩体锚注加固力学特征的基础上,运用连续介质的弹塑性理论,借鉴前人的研究经验,同时考虑锚杆和注浆因素对节理面力学特性的影响,推导锚注节理的强度公式和锚注节理切向的本构方程。同时分析了深埋巷道衬砌水荷载作用机理,对在未注浆和注浆条件下的应力、应变和位移计算进行比较,得出在水压力作用下的深埋巷道,在允许开挖后一定变形的情况下采取有效的锚注支护后,注浆范围和注浆质量对裂隙围岩的应力应变的影响。最后采用岩土工程常用的FLAC-3D数值模拟软件,对裂隙岩体的锚注加固机理进行分析,研究锚注支护对裂隙岩体稳定性的影响效果。
With the rapid development of China's economy, the national economy to the growing demands for energy. China's construction of the mine set off a new upsurge, under the water-rock interaction, fractured rock mass in the deep coal highlights the more serious damage, constraining the development of engineering practice, and projects a serious safety hazard.
This article related to this article in the previous research, expatiates on the basis of the physical, chemical and mechanical aspects of water-rock interaction on the fractured rock mass effect of the damage, taking into account media field, stress field, the chemical field and temperature field, such as multi-field coupling effect, and the gradual evolution of dynamic variation and co-ordination process. In order to fluid-mechanics, damage-mechanics theory for the mechanics, the continuum percolation model Oda on the basis of comprehensive consideration of the damage in fractured rock, obtains the stress-strain-damage coupled equations on the fractured rock mass. And author analyzed crack tip fracture bolt reinforcement of the intensity factor by the application of fracture mechanics, and analyzed fractured rock mass mechanical characteristics of reinforcement bolt-grouting on the basis of the use of continuum elastic-plastic theory, drawing on previous research experience, taking into bolt and grouting joint surface on the impact of mechanical properties, is derived bolting strength joint formula and bolting joints tangential constitutive equation. At the same time, analysis of the deep roadway lining water-loading mechanism in the absence of grouting and grouting under the conditions of stress, strain and displacement calculation of comparison, the analysis of the scope and grouting of fractured rock mass stress-strain impact, under water pressure in the deep roadway, while allowing a certain deformation after excavation to take effective bolt-grouting,. Finally, commonly used in geotechnical engineering using FLAC-3D numerical simulation software, author analyzed the bolt-grouting of the fractured rock mass analysis of the mechanism of reinforcement to study the anchor-grouting on the stability of fractured rock mass effect.
引文
1.王永新.水一岩相互作用机理及其对库岸边坡稳定性影响的研究[D].重庆:重庆大学,2006
2.曾宪明,林润德,易平.基坑与边坡事故警示录[M].北京:中国建筑工业出版社,1999
3.仵彦卿,张倬元.岩体水力学导论[M].成都:西南交通大学出版社,1995
4.Nguyen TS,Bogesson L,Chijimatsu M,etal.Hydro-mechanical response of a fractured granitic rock mass to excavation of a test pit—the Kamaishi Mine[J]Journal of rock mechanics and mine scicnce,2001,38:79-94 in Japan International
5.Rejed,Bruel D,Hydromechanical effects of shaft sinking at the Sella fields sites[J].International Journal of rock mechanics and mine scicnce,2001,38:17-29
6.Indratna P Gsranjjth,Galc W Single phase water flow through rock fractures[J].Geotechnical and Geological Engineering.1999,17:211-240
7.肖裕行,王永嘉,卢世宗等.裂隙岩体水力学等效介质存在性的评价[J].岩石力学与工程学报,1999,18(1):75-80
8.王恩志.岩体裂隙的网络分析及渗流模型[J].岩石力学与工程学报,1993,12(3):214-221
9.杨延毅,周维恒.裂隙岩体的渗流—损伤耦合分析模型及其工程应用[J].水力学报,1991,8(2):13-18
10.仵彦卿.岩体水力学概述[J].地质灾害与环境保护.1995,6(1):58-64
11.张倬元,王士天,王兰生.工程地质分析原理(第二版)[M].北京:地质出版社,1997.11
12.徐则民,杨立中,黄润秋.路基边坡水岩相互作用机理及病害防治[M].成都:西南交通大学出版社,2000
13.肖裕行,王泳嘉等.裂隙岩体水力等效连续介质存在性的评价[J].岩石力学与工程学报,1999,18(1):75-81
14.肖裕行,王泳嘉等.裂隙岩体水力离散介质网络的建立[J].岩石力学与工程学报, 1998,17(4):412-418
15.黄润秋,王贤能,陈龙生.深埋巷道涌水过程的水力劈裂作用分析[J].岩石力学与工程学报,2000,19(5):573-576
16.沈照理.应该重视水—岩相互作用的研究[J].水文地质工程地质,1991,18(2):1-4
17.Colback P S B,Wild B 1.Influence of moisture content on the compress strength of rock[J].Proc.3rd Canadian Rock Mech Symp.University of Toronto,1965,385-391
18.Laijtai E Z,Schmidtke R H,Bielus L P.The effect of water on the time-dependent deformation and fracture of a granite[J].Int J.Rock Mcch.Min.Sci.1987,24:247-255
19.PATTON.F.C.Mechanics.Multiple modes of shear failure in rock[J].Proc.1St International Rock Congress of Listbon 1966,1:509-513
20.陈钢林.水对受力岩石变形破坏宏观力学效应的试验研究[J].地球物理学报.1991,(3):335-342
21.Colback P.S.B and Wiid 131.Influence of moisture content on the compressive strength of rock,P roc.3rd Canadian Rock Mech.Symp,[J],University of Toronto,385-391,1965
22.Andersion D L,Grew P C.Stress corrosion theory of crack propagation with application to geophysics.Rev Geophys Space Physics.1977,15:77-104
23.L Peak.Stress corrosion and crack propagation in Sioux Quartzite[J].Geophysical Research,1983,88(B6):5037-5046
24.汤连生,张鹏程.水化学损伤对岩石弹性模量的影响[J].中山大学学报,2000,39(5):126-128
25.冯夏庭,王泳嘉.化学环境侵蚀下的岩石破裂特性[J].岩石力学与工程学报,2000,19(5):403-407
26.吴恒.水土作用与土体细观结构研究[J].岩石力学与工程学报,2000,19(2):199-204
27.Senseny P E et al.Influence of deformation history on ermeability and specific storage of masaverdc Proceed in of 24 th US symposium on Rock Mechanics,1983,525-531
28.盛志浩等译.水在裂隙网络中的运动.北京:地质出版社 1 1989
29.Louis,C.Indroduction a hydrauliue des roches,Bull.du B.R.GM.(2),Ⅲ4,1974.
30.Snow D T.Rock fracture spacing,opening and porosites.J Soil Mesh Found Div.ASC E 1968,94
31.Gale J E,The Effects of Fracture Type(indeed Versus Natural)on the Stress-Fractu re Closure Permeability Relationship.In;Proc.23th Symp,on Rock Mesh,Berkeley,C alifomia,1982
32.杨小礼,刘宝琛.据非线性屈服准则计算隧道粘弹塑性位移[J],有色金属,2001,53(3):52-55.
33.刘干斌,谢康和,施祖元.弹性土体中深埋圆形隧道的应力和位移分析[J],工程力学,2004,21(5):132-138.
34.闫春岭,丁德馨,毕忠伟等.埋隧道围岩稳定性的弹塑性力学分析[J],贵州工业大学学报(自然科学版),2005,34(3):125-129.
35.刘广均.隧道粘弹性力分析的边界元-有限元法[J],成都科技大学学报,1997,1,47-52.
36.许万忠.节理裂隙巷道稳定性及锚注加固效应研究[D].长沙:中南大学,2006.1
37.张农.巷道滞后注浆控制理论与实践[M].徐州:中国矿业大学出版社,2004,1.
38.王连国.锚注支护技术在砌谴巷道修复加固中的应用[J].矿业研究与开发,2000,(6):8-10.
39.何满潮.岩土工程设计的新阶段—非线性大变形力学设计[J].岩土工程界,1998,(9):26-29.
40.乔卫国,彼尔绅 B.B,乌格梁尼 A.B.可控浆液压力和浓度注浆器研究[J].矿冶工程,2003,(6):1-3.
41.朱合华.巷道掘进面时空效应研究[D].上海:同济大学,1989.
42.王明年,李志业,关宝树.孔小间距浅埋暗挖巷道地表沉降控制技术研究岩土力学[J].2002,23(6):821-824.
43.丁抗.水岩作用的地球化学动力学匀[J].地质地球化学,1989.17(6):29-38.
44.汤连生,王思敬.工程地质地球化学的发展前景及研究内容和思维方法匀[J].人自然探索.1999,1 8(2):35-40.
45.杨天鸿,岩石破裂过程渗透性质及其与应力耦合作用研究[D].东北大学,2006.10
46.仵彦卿,张倬元.岩体水力学导论[M].成都:西南交通大学出版社,1995
47.汤连生,王思敬.水一岩化学作用对岩体变形破坏力学效应研究进展[J].地球科学进展.1999,14(5)
48.Atkinson B K,Meredith P G.Stress corrosion cracking of quartz:a note on the influence of chemical environment[J].Tectonophysics,1981,77:T1-11.
49.Michalske T A,Freiman S W.A molecular interpretation of stress corrosion in silica[J].Nature,1982,295:511-512.
50.Charles R J.Static fatigue of glass[J].J Appl Phys,1958,29:1 549-1 560.
51.Freiman S W.Effects of chemical environments on slow crack growth in glasses and ceramics[J].J Geophys Res,1984,89(B6):4 072-4 076.
52.李广贺,安奎进.任意盐度地下水中离子活度系数运算模型[J].水文地质工程地质,1995,22(3):33-35.
53.Swanson P L.Subcritical crack growth and other time-and environment-dependent behavior in crustal rocks[J].J Geophys Res,1984,89(B6):4 137-4 152.
54.余寿文.冯西桥.损伤力学[M].北京:清华大学出版社,1997.1-6,20-196.
55.王思敬,马凤山,杜永廉.水库地区的水岩作用及其地质环境影响[J].工程地质学报,1996,4(3):1-9
56.汤连生,周萃英.渗透与水化学作用之受力岩体的破坏机理[J].中山大学学报(自然科学版).1996,35(6):95-100.
57.常春,周德培,郭增等.水对岩石屈服强度的影响匀[J].岩石力学与工程学报.1998,17(4):407-411.
58.康红普.水对岩石的损伤[J].水义地质工程地质.1994.21(3):39-41.
59.杨天鸿,唐春安,冯启言.孔隙水压作用下岩石试件加载破坏过程数值模拟[J].岩土力学,2001,22(4),378-382
60.Patsouls G,Gripps J C.An investigation of the permeability of Yorkshire chalk under differing pore water and confining pressure.Energy Sources 1982,6(4);321-334
61.杨天鸿,唐春安,刘红元,朱万成.地铁开挖引起地表沉陷过程的数值模拟[J].岩石力学与工程学报,2002.21(11),1620-1626
62.杨天鸿,谭国焕,唐春安,冷雪峰.非均匀性对岩石水压致裂过程的影响[J].岩土工程学报,2002,24(6),724-728
63.艾万民.岩体卸荷应力场—渗流场藕合试验研究及数值分析[D].中国优秀硕士学位论文库.2005.10
64.C.A.Tang,L.G.Tliam,P.K.K.Li,T.H.Yang.Coupled analysis of fow,stress and damage (FSD)in rock failure.Int.J Rock Mecli.&Min.Sci.2002,39,477-489
65.T.H.Yang,L.C.Li,L.GTham,C.A.Tang.Numerical approach to hydraulic fracturing in heterogeneous and permeable rocks.Key Engineering Material s,2002,46/47,351-356
66.谢和平,陈忠辉.岩石力学[M].科学出版社,2004.5
67.胡继承.裂隙岩体中的现场注浆试验研究[D].长沙:中南大学,2005
68.陆漩.应用统计[M].北京:清华大学出版社,1999
69.Loins C Rock Hydroulics In:Rock Mechanics,Ed by L Muller.1974
70.许万忠.节理裂隙巷道稳定性及锚注加固效应研究[D].中南大学.2006.9
71.朱维申,李术才,陈卫忠.节理岩体破坏机理和锚固效应及工程应用[M].北京:科学出版社.2002
72.R.维德曼(R.widmann)主编.世界最新注浆技术总结[M].中国岩石锚固注浆技术专业委员会译,1996.1
73.王建秀.腐蚀损伤岩体中的水化—水力损伤及其在隧道工程中的应用研究[D].西南交通大学,2002.04
74.李涛.裂隙岩体渗流与应力耦合数值分析及工程应用[D].华北水利水电学院.2005.11
2.曾宪明,林润德,易平.基坑与边坡事故警示录[M].北京:中国建筑工业出版社,1999
3.仵彦卿,张倬元.岩体水力学导论[M].成都:西南交通大学出版社,1995
4.Nguyen TS,Bogesson L,Chijimatsu M,etal.Hydro-mechanical response of a fractured granitic rock mass to excavation of a test pit—the Kamaishi Mine[J]Journal of rock mechanics and mine scicnce,2001,38:79-94 in Japan International
5.Rejed,Bruel D,Hydromechanical effects of shaft sinking at the Sella fields sites[J].International Journal of rock mechanics and mine scicnce,2001,38:17-29
6.Indratna P Gsranjjth,Galc W Single phase water flow through rock fractures[J].Geotechnical and Geological Engineering.1999,17:211-240
7.肖裕行,王永嘉,卢世宗等.裂隙岩体水力学等效介质存在性的评价[J].岩石力学与工程学报,1999,18(1):75-80
8.王恩志.岩体裂隙的网络分析及渗流模型[J].岩石力学与工程学报,1993,12(3):214-221
9.杨延毅,周维恒.裂隙岩体的渗流—损伤耦合分析模型及其工程应用[J].水力学报,1991,8(2):13-18
10.仵彦卿.岩体水力学概述[J].地质灾害与环境保护.1995,6(1):58-64
11.张倬元,王士天,王兰生.工程地质分析原理(第二版)[M].北京:地质出版社,1997.11
12.徐则民,杨立中,黄润秋.路基边坡水岩相互作用机理及病害防治[M].成都:西南交通大学出版社,2000
13.肖裕行,王泳嘉等.裂隙岩体水力等效连续介质存在性的评价[J].岩石力学与工程学报,1999,18(1):75-81
14.肖裕行,王泳嘉等.裂隙岩体水力离散介质网络的建立[J].岩石力学与工程学报, 1998,17(4):412-418
15.黄润秋,王贤能,陈龙生.深埋巷道涌水过程的水力劈裂作用分析[J].岩石力学与工程学报,2000,19(5):573-576
16.沈照理.应该重视水—岩相互作用的研究[J].水文地质工程地质,1991,18(2):1-4
17.Colback P S B,Wild B 1.Influence of moisture content on the compress strength of rock[J].Proc.3rd Canadian Rock Mech Symp.University of Toronto,1965,385-391
18.Laijtai E Z,Schmidtke R H,Bielus L P.The effect of water on the time-dependent deformation and fracture of a granite[J].Int J.Rock Mcch.Min.Sci.1987,24:247-255
19.PATTON.F.C.Mechanics.Multiple modes of shear failure in rock[J].Proc.1St International Rock Congress of Listbon 1966,1:509-513
20.陈钢林.水对受力岩石变形破坏宏观力学效应的试验研究[J].地球物理学报.1991,(3):335-342
21.Colback P.S.B and Wiid 131.Influence of moisture content on the compressive strength of rock,P roc.3rd Canadian Rock Mech.Symp,[J],University of Toronto,385-391,1965
22.Andersion D L,Grew P C.Stress corrosion theory of crack propagation with application to geophysics.Rev Geophys Space Physics.1977,15:77-104
23.L Peak.Stress corrosion and crack propagation in Sioux Quartzite[J].Geophysical Research,1983,88(B6):5037-5046
24.汤连生,张鹏程.水化学损伤对岩石弹性模量的影响[J].中山大学学报,2000,39(5):126-128
25.冯夏庭,王泳嘉.化学环境侵蚀下的岩石破裂特性[J].岩石力学与工程学报,2000,19(5):403-407
26.吴恒.水土作用与土体细观结构研究[J].岩石力学与工程学报,2000,19(2):199-204
27.Senseny P E et al.Influence of deformation history on ermeability and specific storage of masaverdc Proceed in of 24 th US symposium on Rock Mechanics,1983,525-531
28.盛志浩等译.水在裂隙网络中的运动.北京:地质出版社 1 1989
29.Louis,C.Indroduction a hydrauliue des roches,Bull.du B.R.GM.(2),Ⅲ4,1974.
30.Snow D T.Rock fracture spacing,opening and porosites.J Soil Mesh Found Div.ASC E 1968,94
31.Gale J E,The Effects of Fracture Type(indeed Versus Natural)on the Stress-Fractu re Closure Permeability Relationship.In;Proc.23th Symp,on Rock Mesh,Berkeley,C alifomia,1982
32.杨小礼,刘宝琛.据非线性屈服准则计算隧道粘弹塑性位移[J],有色金属,2001,53(3):52-55.
33.刘干斌,谢康和,施祖元.弹性土体中深埋圆形隧道的应力和位移分析[J],工程力学,2004,21(5):132-138.
34.闫春岭,丁德馨,毕忠伟等.埋隧道围岩稳定性的弹塑性力学分析[J],贵州工业大学学报(自然科学版),2005,34(3):125-129.
35.刘广均.隧道粘弹性力分析的边界元-有限元法[J],成都科技大学学报,1997,1,47-52.
36.许万忠.节理裂隙巷道稳定性及锚注加固效应研究[D].长沙:中南大学,2006.1
37.张农.巷道滞后注浆控制理论与实践[M].徐州:中国矿业大学出版社,2004,1.
38.王连国.锚注支护技术在砌谴巷道修复加固中的应用[J].矿业研究与开发,2000,(6):8-10.
39.何满潮.岩土工程设计的新阶段—非线性大变形力学设计[J].岩土工程界,1998,(9):26-29.
40.乔卫国,彼尔绅 B.B,乌格梁尼 A.B.可控浆液压力和浓度注浆器研究[J].矿冶工程,2003,(6):1-3.
41.朱合华.巷道掘进面时空效应研究[D].上海:同济大学,1989.
42.王明年,李志业,关宝树.孔小间距浅埋暗挖巷道地表沉降控制技术研究岩土力学[J].2002,23(6):821-824.
43.丁抗.水岩作用的地球化学动力学匀[J].地质地球化学,1989.17(6):29-38.
44.汤连生,王思敬.工程地质地球化学的发展前景及研究内容和思维方法匀[J].人自然探索.1999,1 8(2):35-40.
45.杨天鸿,岩石破裂过程渗透性质及其与应力耦合作用研究[D].东北大学,2006.10
46.仵彦卿,张倬元.岩体水力学导论[M].成都:西南交通大学出版社,1995
47.汤连生,王思敬.水一岩化学作用对岩体变形破坏力学效应研究进展[J].地球科学进展.1999,14(5)
48.Atkinson B K,Meredith P G.Stress corrosion cracking of quartz:a note on the influence of chemical environment[J].Tectonophysics,1981,77:T1-11.
49.Michalske T A,Freiman S W.A molecular interpretation of stress corrosion in silica[J].Nature,1982,295:511-512.
50.Charles R J.Static fatigue of glass[J].J Appl Phys,1958,29:1 549-1 560.
51.Freiman S W.Effects of chemical environments on slow crack growth in glasses and ceramics[J].J Geophys Res,1984,89(B6):4 072-4 076.
52.李广贺,安奎进.任意盐度地下水中离子活度系数运算模型[J].水文地质工程地质,1995,22(3):33-35.
53.Swanson P L.Subcritical crack growth and other time-and environment-dependent behavior in crustal rocks[J].J Geophys Res,1984,89(B6):4 137-4 152.
54.余寿文.冯西桥.损伤力学[M].北京:清华大学出版社,1997.1-6,20-196.
55.王思敬,马凤山,杜永廉.水库地区的水岩作用及其地质环境影响[J].工程地质学报,1996,4(3):1-9
56.汤连生,周萃英.渗透与水化学作用之受力岩体的破坏机理[J].中山大学学报(自然科学版).1996,35(6):95-100.
57.常春,周德培,郭增等.水对岩石屈服强度的影响匀[J].岩石力学与工程学报.1998,17(4):407-411.
58.康红普.水对岩石的损伤[J].水义地质工程地质.1994.21(3):39-41.
59.杨天鸿,唐春安,冯启言.孔隙水压作用下岩石试件加载破坏过程数值模拟[J].岩土力学,2001,22(4),378-382
60.Patsouls G,Gripps J C.An investigation of the permeability of Yorkshire chalk under differing pore water and confining pressure.Energy Sources 1982,6(4);321-334
61.杨天鸿,唐春安,刘红元,朱万成.地铁开挖引起地表沉陷过程的数值模拟[J].岩石力学与工程学报,2002.21(11),1620-1626
62.杨天鸿,谭国焕,唐春安,冷雪峰.非均匀性对岩石水压致裂过程的影响[J].岩土工程学报,2002,24(6),724-728
63.艾万民.岩体卸荷应力场—渗流场藕合试验研究及数值分析[D].中国优秀硕士学位论文库.2005.10
64.C.A.Tang,L.G.Tliam,P.K.K.Li,T.H.Yang.Coupled analysis of fow,stress and damage (FSD)in rock failure.Int.J Rock Mecli.&Min.Sci.2002,39,477-489
65.T.H.Yang,L.C.Li,L.GTham,C.A.Tang.Numerical approach to hydraulic fracturing in heterogeneous and permeable rocks.Key Engineering Material s,2002,46/47,351-356
66.谢和平,陈忠辉.岩石力学[M].科学出版社,2004.5
67.胡继承.裂隙岩体中的现场注浆试验研究[D].长沙:中南大学,2005
68.陆漩.应用统计[M].北京:清华大学出版社,1999
69.Loins C Rock Hydroulics In:Rock Mechanics,Ed by L Muller.1974
70.许万忠.节理裂隙巷道稳定性及锚注加固效应研究[D].中南大学.2006.9
71.朱维申,李术才,陈卫忠.节理岩体破坏机理和锚固效应及工程应用[M].北京:科学出版社.2002
72.R.维德曼(R.widmann)主编.世界最新注浆技术总结[M].中国岩石锚固注浆技术专业委员会译,1996.1
73.王建秀.腐蚀损伤岩体中的水化—水力损伤及其在隧道工程中的应用研究[D].西南交通大学,2002.04
74.李涛.裂隙岩体渗流与应力耦合数值分析及工程应用[D].华北水利水电学院.2005.11
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