动荷载作用下岩体工程安全的几个问题
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摘要
爆破以及地震动荷载作用下诱发的边坡崩塌、基岩损伤、地下工程破坏是常见的工程灾害。研究动荷载作用下岩体的响应,提出稳定性分析方法和控制手段是工程界迫切需要解决的问题,也是岩石动力学研究的主要内容。简要介绍了上述研究内容中的几个相关研究课题的现状,旨在为相关的工作提供参考。
Landslides,damage of bedrock,and failure of underground rock structure are the usual disasters induced from blasting and earthquake. It is very important to study the response and stability of rock structure under dynamic load. The present research work on this topic is briefly presented in order to give some suggestions for the further studies.
Landslides,damage of bedrock,and failure of underground rock structure are the usual disasters induced from blasting and earthquake. It is very important to study the response and stability of rock structure under dynamic load. The present research work on this topic is briefly presented in order to give some suggestions for the further studies.
引文
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2吴绵拔,刘远惠.中等应变速率对岩石力学特性的影响[J].岩土力学,1980,1(1):51～58
3ZhaoJ ,LiHB ,WuM B,etal.Dyn amicunia xialcompres siont es tsongranite[J].Int.J.RockM ech.andMin.Sci.,1999;36(2):273～277
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7吴绵拔.加载速率对岩石断裂韧度的影响[J].力学与实践,1986,8(4):21～2 3
8Zhao J.Rockdy namicsr es earchr elatedtocav ern developmen tforammunitionstorage[J].Intern ationalJourn alofTunnellingandUndergroundSpaceTechnology,1999,14(4):513～5 26
9J anachW. Th eroleof bulking in brit tlefa ilure ofrockunderrapidcompression[J] .Int.J.RockMech.andMin.Sci.,1976,13(2) :177～186
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12LiHB,Zhao J,LiTJ.Mi cr omechanica lmodelling of mechani calpr opertie sofgrani teunderdyna micuniaxialcompressivelo ads[J].Int.J.RockMech.andMin.Sci.,20 00,37(9):92 3～9 35
13LiHB,Zha oJ,LiTJ,et al .An aylitic alsimulatio nofthedy na m iccompr essiv est rengtho fagra niteusingtheslidingcrackmodel [J].Internat ionalJournalforNume ricalandAnalyticalMethodinGeomechanics,2001,25(8):853～8 69
14Ma rioPari se,Randal lWJibson.Aseis miclan ds lidesusc eptib ility ra tingofge ol ogicunitsbasedo na nalysisofc haracteri st icsoflandslidestriggeredbythe17January ,1994Northridge,Californiaearthquake[J].EngineeringGeology,2000,58(3/4):251～270
15杨全忠.西藏滑坡地质灾害及防治对策[J].中国地质灾害与防治学 报,2002,13(1):94～ 97
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17RodriguezCE,Bommer JJ,ChandlerRJ.Earthquake-inducedlan dslides:19801997[J].S oilDynamicsandEarthquakeEnginee-ring,1999,18(3):325～346
18辛鸿博,王余庆.岩土边坡崩滑及其初判准则[J].岩土工程学报,1999,21(5):591～594
19王余庆,辛鸿博,高艳平等.预测岩土边坡地震崩滑的综合指标法研究[J].岩土工程学报,2001,23(3):311～314
20毛彦龙,胡广韬,毛新虎等.地震滑坡启程剧动的机理研究及离散元模拟[J].工程地质学报,2001,9(1):74～80
21陶连金,苏生瑞,张倬元.节理岩体边坡的动力稳定性分析[J].工程地质学报,2001,9(1):32～38
22何蕴龙,陆述远,段亚辉.岩石边坡地震作用计算方法研究[J].长江科学院院报,1998,15(4):35～38
23RobertoRomeo.Seismically induced landslide displacements: a predictive model[J].Eng.Geol.,2000,58(3):337～351
24刘汉东.考虑地震历时影响的岩质边坡楔体稳定性分析与计算[J].华北水利水电学院学报,1991,(4):35～40
25王思敬,薛守义.岩体边坡楔形体动力学分析[J].地质科学,1992,(4):177～182
26薛守义,王思敬,刘建中.块状岩体边坡地震滑动位移分析[J].工程地质学报,1997,5(2):131～136
27AmbraseysN N,SrbulovM.Earthquake induced displacement of slopes[J].SoilDynamics andEarthquakeEngineering.1995,14(1):59～71
28白志勇,黄素珍,鲁勉.爆破对边坡岩体稳定性的影响[J].路基工程,1995,(3):19～23
29张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1):1～11
30黎剑华,张龙,颜荣贵.爆破地震波作用下的边坡失稳机理与临界振速[J].矿冶,2001,10(1):11～15
31朱传云,卢文波,董振华.岩质边坡爆破振动安全判据综述[J].爆破,1997,14(4):13～17
32亚南,赵其华,王兰生等.边坡工程的爆破效应分析[J].地质灾害与环境保护,1995,6(1):18～24
33卢文波,赖世骧,朱传云.岩石高边坡爆破振动动力稳定性分析[J].矿业工程,1996,16(1):1～7
34KumsarH,AydanO,UlusayR.Dynamic and static stability assessment of rock slops against wedge failure[J].RockMech. and
2吴绵拔,刘远惠.中等应变速率对岩石力学特性的影响[J].岩土力学,1980,1(1):51～58
3ZhaoJ ,LiHB ,WuM B,etal.Dyn amicunia xialcompres siont es tsongranite[J].Int.J.RockM ech.andMin.Sci.,1999;36(2):273～277
4LiHB,Zha oJ,LiTJ.Tr iaxialcompr essio nt e stsofag ra niteatdif ferent strai nra tesandcon finingpressures[J].Int.J.Roc kMech.andMin.Sci.,1999,36(8):1057～1063
5PriceD G,K nillJ L. Ast udyofth etensile st rengthofi sotropicrocks[A]. In:Proc.of1stCongr.Int.Soci.RockMech.[C].Li sbon:[s.n.],1966,439～442
6ZhaoJ,LiHB.Ex perimentaldet er minatio nofdyna mictensile pr opertiesofaGranite[J].Int.J .RockMech.andMin.Sci.,2000,37(8):861～866
7吴绵拔.加载速率对岩石断裂韧度的影响[J].力学与实践,1986,8(4):21～2 3
8Zhao J.Rockdy namicsr es earchr elatedtocav ern developmen tforammunitionstorage[J].Intern ationalJourn alofTunnellingandUndergroundSpaceTechnology,1999,14(4):513～5 26
9J anachW. Th eroleof bulking in brit tlefa ilure ofrockunderrapidcompression[J] .Int.J.RockMech.andMin.Sci.,1976,13(2) :177～186
10ChiuHK, JohnstonIW,Do naldIB.App rop riatetec hniques fo rtriaxial test ingofsaturatedsoftrock[ J].Int.J.RockMech.andMin.Sci.,1987,20(3): 107～120
11Blan tonT L.Effect ofst rainr at efrom10- 2to10sec-1i ntria xi alcom pressiontestsonthreerock s[J].Int.J.RockMech.andMin.Sci.,19 81,18(1):47 ～62
12LiHB,Zhao J,LiTJ.Mi cr omechanica lmodelling of mechani calpr opertie sofgrani teunderdyna micuniaxialcompressivelo ads[J].Int.J.RockMech.andMin.Sci.,20 00,37(9):92 3～9 35
13LiHB,Zha oJ,LiTJ,et al .An aylitic alsimulatio nofthedy na m iccompr essiv est rengtho fagra niteusingtheslidingcrackmodel [J].Internat ionalJournalforNume ricalandAnalyticalMethodinGeomechanics,2001,25(8):853～8 69
14Ma rioPari se,Randal lWJibson.Aseis miclan ds lidesusc eptib ility ra tingofge ol ogicunitsbasedo na nalysisofc haracteri st icsoflandslidestriggeredbythe17January ,1994Northridge,Californiaearthquake[J].EngineeringGeology,2000,58(3/4):251～270
15杨全忠.西藏滑坡地质灾害及防治对策[J].中国地质灾害与防治学 报,2002,13(1):94～ 97
16Da vi dK Keefer.Statistica lanalysis ofanearthquake-inducelandslidedistributio n-the1989LomaPrieta,Californiaevent[J].Eng.Geol.,200 0,58(3/4) :231～249
17RodriguezCE,Bommer JJ,ChandlerRJ.Earthquake-inducedlan dslides:19801997[J].S oilDynamicsandEarthquakeEnginee-ring,1999,18(3):325～346
18辛鸿博,王余庆.岩土边坡崩滑及其初判准则[J].岩土工程学报,1999,21(5):591～594
19王余庆,辛鸿博,高艳平等.预测岩土边坡地震崩滑的综合指标法研究[J].岩土工程学报,2001,23(3):311～314
20毛彦龙,胡广韬,毛新虎等.地震滑坡启程剧动的机理研究及离散元模拟[J].工程地质学报,2001,9(1):74～80
21陶连金,苏生瑞,张倬元.节理岩体边坡的动力稳定性分析[J].工程地质学报,2001,9(1):32～38
22何蕴龙,陆述远,段亚辉.岩石边坡地震作用计算方法研究[J].长江科学院院报,1998,15(4):35～38
23RobertoRomeo.Seismically induced landslide displacements: a predictive model[J].Eng.Geol.,2000,58(3):337～351
24刘汉东.考虑地震历时影响的岩质边坡楔体稳定性分析与计算[J].华北水利水电学院学报,1991,(4):35～40
25王思敬,薛守义.岩体边坡楔形体动力学分析[J].地质科学,1992,(4):177～182
26薛守义,王思敬,刘建中.块状岩体边坡地震滑动位移分析[J].工程地质学报,1997,5(2):131～136
27AmbraseysN N,SrbulovM.Earthquake induced displacement of slopes[J].SoilDynamics andEarthquakeEngineering.1995,14(1):59～71
28白志勇,黄素珍,鲁勉.爆破对边坡岩体稳定性的影响[J].路基工程,1995,(3):19～23
29张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1):1～11
30黎剑华,张龙,颜荣贵.爆破地震波作用下的边坡失稳机理与临界振速[J].矿冶,2001,10(1):11～15
31朱传云,卢文波,董振华.岩质边坡爆破振动安全判据综述[J].爆破,1997,14(4):13～17
32亚南,赵其华,王兰生等.边坡工程的爆破效应分析[J].地质灾害与环境保护,1995,6(1):18～24
33卢文波,赖世骧,朱传云.岩石高边坡爆破振动动力稳定性分析[J].矿业工程,1996,16(1):1～7
34KumsarH,AydanO,UlusayR.Dynamic and static stability assessment of rock slops against wedge failure[J].RockMech. and
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