金沙江特大桥左岸岸坡岩体结构面强度参数取值及工程稳定性评价
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摘要
丽香铁路金沙江特大桥位于金沙江虎跳峡镇高地震烈度深切峡谷地段。香格里拉端岸坡地形陡峻,卸荷裂隙发育,岸坡岩体在地震及工程荷载作用下的稳定性直接控制了桥梁选址方案的可行性。在深入分析对岸坡工程地质条件的基础上,基于节理特征分析的Barton模型、岩体结构面强度实验,讨论了岩体结构面强度参数,并在此基础上采用底摩擦实验研究了岸坡在自然和工程荷载作用下的稳定性,进而采用离散单元法计算分析了岸坡岩体在自然、桥基荷载作用下、地震加桥基荷载作用工况条件下的破坏趋势。研究表明,岸坡整体稳定,但在地震和桥梁荷载作用下,岸坡卸荷裂隙进一步发育,对桥基影响较大,应加强卸荷带岩体的工程整治以确保桥基安全。
Jinsha Jiang Bridge is located in the deep gorge of the Jinsha River Tiger Leaping Gorge town,a high seismic intensity area.The rock slope at left of the bridge and on the side of Shangri-La City is affected by terrain steep unloading fractures.It is importance to study the slope rock stability in loads of engineering.According to the engineering geological conditions and the characteristics of joints,Barton model and shear stress test,strength parameters of rock mass structure surface are discussed.Then,the failure trend in gravity and engineering are analyzed by bottom friction test.In order to evaluate the damage trends of the rock mass under the different loading conditions such gravity,bridge loading and seismic load,a calculation model based on the geological model and slope stability is simulated and analyzed using Discrete Element Method(DEM).The numerical analysis results indicate the effect of degradation of discontinuities on the slope stability.The results have shown that the destruction of rock mass under the gravity and bridge foundation is mainly concentrated within 30m depth of the slope.The slope under loading may cause loosening strength along joint planes.But under earthquake and bridge loads,bridge foundation should be strengthened.
Jinsha Jiang Bridge is located in the deep gorge of the Jinsha River Tiger Leaping Gorge town,a high seismic intensity area.The rock slope at left of the bridge and on the side of Shangri-La City is affected by terrain steep unloading fractures.It is importance to study the slope rock stability in loads of engineering.According to the engineering geological conditions and the characteristics of joints,Barton model and shear stress test,strength parameters of rock mass structure surface are discussed.Then,the failure trend in gravity and engineering are analyzed by bottom friction test.In order to evaluate the damage trends of the rock mass under the different loading conditions such gravity,bridge loading and seismic load,a calculation model based on the geological model and slope stability is simulated and analyzed using Discrete Element Method(DEM).The numerical analysis results indicate the effect of degradation of discontinuities on the slope stability.The results have shown that the destruction of rock mass under the gravity and bridge foundation is mainly concentrated within 30m depth of the slope.The slope under loading may cause loosening strength along joint planes.But under earthquake and bridge loads,bridge foundation should be strengthened.
引文
[1]RE Goodman.Introduction to Rock Mechanics(2nd ed.)[M].Canada:John Wiley&Sons,1989.
[2]E Hoek,JW Bray.Rock Slope Engineering(3rd ed.)[M].Lon-don:Institution of Mining and Metallurgy,1981.
[3]中铁二院工程集团有限公司.丽香铁路工程地质勘查报告[R].2009.China Railway Eryuan Engineering Group CO.LTD.Geological In-vestigation Report of Li-Xiang Railway.2009.
[4]JAR Ortigao,ASFJ Sayao.Hand Book of Slope Stabilization.Ger-many:Springer,2004.
[5]杜时贵.岩体结构面的工程性质[M].北京:地震出版社,1999.Du Shigui.Engineering Behavior of Discontinuities in Rock Mass.Beijing:Seismological Press,1999.
[6]刘明维,郑颖人.边坡结构面抗剪强度参数确定方法探讨[J].重庆大学学报(自然科学版),2007,26(5):97～102.Liu Mingwei,Zheng Yingren.Discussion on confirming shear pa-rameters of rock discontinuities of slope.Journal of ChongqingJiaotong University(Natural Science),2007,26(5):97～102.
[7]E Hoek.Rock mechanics:the application of modern techniques tounderground design[A].In Hoek E.(ed.)Course Note[C].Barazilian Rock Mechanics Committee,Barazilian Society for SoilMechanics and Geotechnical Engineering,Sao Paulo,Brazil,1998.
[8]E Hoek.Practical Rock Engineering[M].Netherlands:BalkemaPublishers,2000.
[9]N Barton,VD Choubey.The shear strength of rock joints in theoryand practice[J].Rock Mechanics,1977,(1/2):1～54.
[10]N Barton.the shear strength of rock and rock joints[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.,1976,13,1～24.
[11]DU Deere,RP Miller.Engineering classification and index prop-erties of rock.Technical Report No.AFNL-TR-65-116[R].Albuquerque,NM:Air Force Weapons Laboratory,1966.
[12]中华人民共和国建设部.GB50330-2002建筑边坡工程技术规范[S].北京:2002.Ministry of Housing&Urban-Rural Development of the People'sRepublic of China.GB50330-2002 Technical Code for BuildingSlope Engineering.Beijing:2002.
[13]D Kincaid,W Cheney.Numerical Analysis:Mathematics of Sci-entific Computing(3rd ed.)[M].Beijing:China MachinePress,2003.
[14]Buckingham E.The principle of similitude[J].Nature,1915,96(2406):396～397.
[15]E Eberhard.Rock Slope Stability Analysis-Utilization of Ad-vanced Numerical Techniques[M],2003.
[2]E Hoek,JW Bray.Rock Slope Engineering(3rd ed.)[M].Lon-don:Institution of Mining and Metallurgy,1981.
[3]中铁二院工程集团有限公司.丽香铁路工程地质勘查报告[R].2009.China Railway Eryuan Engineering Group CO.LTD.Geological In-vestigation Report of Li-Xiang Railway.2009.
[4]JAR Ortigao,ASFJ Sayao.Hand Book of Slope Stabilization.Ger-many:Springer,2004.
[5]杜时贵.岩体结构面的工程性质[M].北京:地震出版社,1999.Du Shigui.Engineering Behavior of Discontinuities in Rock Mass.Beijing:Seismological Press,1999.
[6]刘明维,郑颖人.边坡结构面抗剪强度参数确定方法探讨[J].重庆大学学报(自然科学版),2007,26(5):97～102.Liu Mingwei,Zheng Yingren.Discussion on confirming shear pa-rameters of rock discontinuities of slope.Journal of ChongqingJiaotong University(Natural Science),2007,26(5):97～102.
[7]E Hoek.Rock mechanics:the application of modern techniques tounderground design[A].In Hoek E.(ed.)Course Note[C].Barazilian Rock Mechanics Committee,Barazilian Society for SoilMechanics and Geotechnical Engineering,Sao Paulo,Brazil,1998.
[8]E Hoek.Practical Rock Engineering[M].Netherlands:BalkemaPublishers,2000.
[9]N Barton,VD Choubey.The shear strength of rock joints in theoryand practice[J].Rock Mechanics,1977,(1/2):1～54.
[10]N Barton.the shear strength of rock and rock joints[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.,1976,13,1～24.
[11]DU Deere,RP Miller.Engineering classification and index prop-erties of rock.Technical Report No.AFNL-TR-65-116[R].Albuquerque,NM:Air Force Weapons Laboratory,1966.
[12]中华人民共和国建设部.GB50330-2002建筑边坡工程技术规范[S].北京:2002.Ministry of Housing&Urban-Rural Development of the People'sRepublic of China.GB50330-2002 Technical Code for BuildingSlope Engineering.Beijing:2002.
[13]D Kincaid,W Cheney.Numerical Analysis:Mathematics of Sci-entific Computing(3rd ed.)[M].Beijing:China MachinePress,2003.
[14]Buckingham E.The principle of similitude[J].Nature,1915,96(2406):396～397.
[15]E Eberhard.Rock Slope Stability Analysis-Utilization of Ad-vanced Numerical Techniques[M],2003.
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