地铁荷载下粉性土动力特性研究进展
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摘要
近年来中国各大城市为解决城市交通问题而大力兴建地铁工程,由此引发的工程环境问题也越发明显。本文对国内外地铁荷载作用下土体的动力响应理论、地铁荷载下粉性土动力特性试验以及地铁隧道长期沉陷等研究进行评述,分析和总结了地铁循环荷载作用下粉性土研究中存在的问题,并提出了今后研究的发展趋势。
In recent years,many subway-tunnel engineerings have being built in big cities of China for solving traffic crowd problem,but also met some engineering environment problems in building.In this paper,the researches on dynamic response theory of soil and test of dynamic properties of silty soil under subway loading,as well as long-term settlement of subway-tunnel in home and abroad are introduced in detail.The current problems in research of silty soil under cyclic loading from subway are analyzed and summarized.The development trend of the research in future are pointed out also.
In recent years,many subway-tunnel engineerings have being built in big cities of China for solving traffic crowd problem,but also met some engineering environment problems in building.In this paper,the researches on dynamic response theory of soil and test of dynamic properties of silty soil under subway loading,as well as long-term settlement of subway-tunnel in home and abroad are introduced in detail.The current problems in research of silty soil under cyclic loading from subway are analyzed and summarized.The development trend of the research in future are pointed out also.
引文
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[2]李仁杰.地铁振动对隧道周围加固软黏土动力特性研究[D].上海:同济大学,2010.
[3]闫维明,张袆,任珉,等.地铁运营诱发振动实测及传播规律[J].北京工业大学学报,2006,32(2):149-154.
[4]Forrest J A.Ground vibration generated by trains in under-ground tunnels[J].Journal of Sound and Vibration,2006,294(1):706-736.
[5]张曦,地铁振动对隧道周围软黏土微结构影响及动力特性研究[D].上海:同济大学,2007.
[6]唐益群,张曦,王建秀,等.粉性土中土压平衡盾构施工的扰动影响[J].同济大学学报(自然科学版),2005,33(8):1031-1035.
[7]冯秀丽,叶银灿,马艳霞,等.动荷载作用下海底粉土的孔压响应及其动强度[J].青岛海洋大学学报,2002,32(3):429-433.
[8]曾长女.黏粒含量对粉土场地液化后变形影响的试验研究[J].西北地震学报,2008,30(2):139-144.
[9]黄耿彩.受扰动地铁隧道土体在列车周期性振动荷载下位移规律的研究[D].上海:同济大学2007.
[10]田薇.车辆动载作用下轨道结构和隧道结构的动力分析[D].上海:同济大学,2007.
[11]Wang T L.Impact and Fatigue in Open-deck Steel Truss andBallasted Prestressed Concrete Railway Bridges[D].Chica-go,Illinois:Illinois Institute of Technology,1984.
[12]潘昌实,Pande G N.黄土隧道列车动荷载响应有限元初步数定分析研究[J].土木工程学报,1984,17(4):18-28.
[13]Melke J.Noise and vibration from underground railwaylines:Proposals for a prediction procedure[J].Journal ofSound and Vibration,1988,120(2):391-406.
[14]Dong R G,Sankar S,Dukkipati R V.A finite-elementmodel of railway track and its application to the wheel flatproblem[J].Journal of Rail and Rapid Transit,1994,208(1):61-72.
[15]刘维宁,夏禾,郭文军.地铁列车振动的环境响应[J].岩石力学与工程学报,1996,15(增刊):586-593.
[16]谢世波,罗雁云.提速列车轮轨附加动荷载分析[J].上海铁道大学学报(自然科学版),1997,18(1):42-47.
[17]Cai Z,Raymond G P.Use of a generalized beam spring ele-ment to analyze natural vibration of rail track and its applica-tion[J].International Journal of Mechanical Sciences,1994,36(9):863-876.
[18]Fenander A.A fractional derivative railpad model included ina railway track model[J].Journal of Sound and Vibration,1998,212(5):889-903.
[19]谢伟平,孙洪刚.地铁运行时引起的土的波动分析[J].岩石力学与工程学报,2003,22(7):1180-1184.
[20]Thambiratnam D,Zhuge Y.Dynamic analysis of beams on anelastic foundation subjected to moving loads[J].Journal ofSound and Vibration,1996,198(2):149-169.
[21]Mohammadi M,Karabalis D L.Dynamic 3-D soil railwaytrack interaction by BEM-FEM[J].Earthquake Engineer-ing&Structural Dynamics,1995,24(9):1177-1193.
[22]聂志红,刘宝琛,李亮.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学,2006,27(2):15-19.
[23]曹艳梅,夏禾,陈建国.运行列车引起地面振动的理论模型及振动特性分析[J].振动工程学报,2009,22(6):589-596.
[24]孙锐,袁晓铭,李雨润,等.循环荷载下液化对土层水平往返变形的研究[J].西北地震学报,2009,31(1):8-14.
[25]刘雪珠,陈国兴.轨道交通荷载下路基土的动力学行为研究进展[J].防灾减灾工程学报,2008,28(2):248-255.
[26]汤连生,廖化荣,刘增贤.路基土动荷载下力学行为研究进展[J].地质科技情报,2006,25(2):103-110.
[27]Jenkins H H,Stephenson J E,Clayton G A,et al..Theeffect of track and vehicle parameters on wheel/rail verticaldynamic forces[J].Railway Engineering,1974,3(1):2-16.
[28]Dawn T M,Stanworth C G.Ground vibrations caused bypassing Trains[J].Journal of Soundand Vibrations,1979,66(3):355-362.
[29]潘昌实,谢正光.地铁区间隧道列车振动测试与分析[J].土木工程学报,1990,23(2):21-28.
[30]Sankar S,Afonso M.Design and testing of lateral seat sus-pension for off-road[J].Jounal of Terramechanics,1993,30(5):371-393.
[31]Thompson D J.Developments of the indirect method formeasuring the high frequency dynamic stiffness of resilientelements[J].Journal of Sound and Vibration,1998,213(1):169-188.
[32]Sheng X,Jones C J C,Petyt M.Ground vibration generatedby a load moving along a railway track[J].Journal fo Soundand Vibration,1999,228(1):129-156.
[33]Sato Y,Miwa M.Measurement and analysis of track irregu-larity on super-high speed train Trips[J].Heavy Vehicle Sys-tems-International Journal of Vehicle Design,2000,7(1):22-33.
[34]Fan Y T,Wu W F.Dynamic analysis and ride quality evalua-tion of railway vehicles-Numerical simulation and field testverification[J].Journal of Mechanics,2006,22(1):1-11.
[35]Flener E B,Karoumi R.Dynamic testing of a soil-steel com-posite railway bridge[J].Engineering Structures,2009,31(12):2803-2811.
[36]王平,王兰民,刘红玫,等.动三轴试验机轴向摩擦解决的研究[J].西北地震学报,2008,30(1):46-48.
[37]王国波,杨林德.上海软土自由场地的三维地震响应分析[J].西北地震学报,2008,30(4):326-331.
[38]Seed H B,Chan C.K.Effect of duration of stress applicationon soil deformation under repeated loading[A]∥Proceedings5th international Congress on Soil Mechanics and Founda-tions,Vol.1[C],Paris:Dunod,1968:341-345.
[39]Castro G.Liquefaction and cyclic mobility of saturated sands[J].Journal of Geotechnical Engineering Division,ASCE,1975,101(6):551-569.
[40]Gaskin P N,Raymond G P,Addo-Abedi F Y.Repeatedcompressive loading fo a sand[J].Canadian GeotechnicalJournal,1979,16(2):798-802.
[41]Kazuya Y,Toyotoshi Y,Kazutoshi H.Cyclic strength anddeformation of normally consolidation clay[J].Soils andFoundations,1982,22(3):77-91.
[42]熊建国,许贻燕.分层土自振特性分析[J].地震工程与工程振动,1986,6(4):21-35.
[43]黄锋,楼志刚.排水条件对海洋粉质土动力特性的影响[J].岩土工程学报,1997,19(1):22-29.
[44]唐益群,黄雨,叶为民,等.地铁列车荷载作用下隧道周围土体的临界动应力比和动应变分析[J].岩石力学与工程学报,2003,22(9):1566-1570.
[45]曾长女,刘汉龙,丰土根,等.饱和粉土孔隙水压力性状试验研究[J].岩土力学,2005,26(12):1963-1966.
[46]关彦斌,肖军华,陈建国.循环荷载下压实粉土的动态特性[J].交通运输工程学报,2009,9(2):28-31.
[47]肖军华,刘建坤.循环荷载下粉土路基土的变形性状研究[J].中国铁道科学,2010,31(1):1-8.
[48]陈春霞.软土中已运营地铁隧道的现场动力试验与分析研究[D].上海:同济大学,2008.
[49]林永国,廖少明,刘国彬.地铁隧道纵向变形影响因素的探讨[J].地下空间,2000,20(4):264-267.
[50]陈基炜,詹龙喜.上海市地铁一号线变形测量及规律分析[J].上海地质,2000,74(2):51-56.
[51]况龙川.深基坑施工对地铁隧道的影响[J].岩土工程学报,2000,22(3):284-288.
[52]郑永来,潘杰,韩文星.软土地铁隧道沉降分析[J].地下空间与工程学报,2005,1(1):67-73.
[53]Fan ZY,Zhang DM,Huang HW.Safety analysis on longitu-dinal settlement and crack width of shield tunnel segments inoperation period[A]//International Symposium on SafetyScience and Technology[C].Beijing:Peoples R.China Press,2008:2249-2252.
[2]李仁杰.地铁振动对隧道周围加固软黏土动力特性研究[D].上海:同济大学,2010.
[3]闫维明,张袆,任珉,等.地铁运营诱发振动实测及传播规律[J].北京工业大学学报,2006,32(2):149-154.
[4]Forrest J A.Ground vibration generated by trains in under-ground tunnels[J].Journal of Sound and Vibration,2006,294(1):706-736.
[5]张曦,地铁振动对隧道周围软黏土微结构影响及动力特性研究[D].上海:同济大学,2007.
[6]唐益群,张曦,王建秀,等.粉性土中土压平衡盾构施工的扰动影响[J].同济大学学报(自然科学版),2005,33(8):1031-1035.
[7]冯秀丽,叶银灿,马艳霞,等.动荷载作用下海底粉土的孔压响应及其动强度[J].青岛海洋大学学报,2002,32(3):429-433.
[8]曾长女.黏粒含量对粉土场地液化后变形影响的试验研究[J].西北地震学报,2008,30(2):139-144.
[9]黄耿彩.受扰动地铁隧道土体在列车周期性振动荷载下位移规律的研究[D].上海:同济大学2007.
[10]田薇.车辆动载作用下轨道结构和隧道结构的动力分析[D].上海:同济大学,2007.
[11]Wang T L.Impact and Fatigue in Open-deck Steel Truss andBallasted Prestressed Concrete Railway Bridges[D].Chica-go,Illinois:Illinois Institute of Technology,1984.
[12]潘昌实,Pande G N.黄土隧道列车动荷载响应有限元初步数定分析研究[J].土木工程学报,1984,17(4):18-28.
[13]Melke J.Noise and vibration from underground railwaylines:Proposals for a prediction procedure[J].Journal ofSound and Vibration,1988,120(2):391-406.
[14]Dong R G,Sankar S,Dukkipati R V.A finite-elementmodel of railway track and its application to the wheel flatproblem[J].Journal of Rail and Rapid Transit,1994,208(1):61-72.
[15]刘维宁,夏禾,郭文军.地铁列车振动的环境响应[J].岩石力学与工程学报,1996,15(增刊):586-593.
[16]谢世波,罗雁云.提速列车轮轨附加动荷载分析[J].上海铁道大学学报(自然科学版),1997,18(1):42-47.
[17]Cai Z,Raymond G P.Use of a generalized beam spring ele-ment to analyze natural vibration of rail track and its applica-tion[J].International Journal of Mechanical Sciences,1994,36(9):863-876.
[18]Fenander A.A fractional derivative railpad model included ina railway track model[J].Journal of Sound and Vibration,1998,212(5):889-903.
[19]谢伟平,孙洪刚.地铁运行时引起的土的波动分析[J].岩石力学与工程学报,2003,22(7):1180-1184.
[20]Thambiratnam D,Zhuge Y.Dynamic analysis of beams on anelastic foundation subjected to moving loads[J].Journal ofSound and Vibration,1996,198(2):149-169.
[21]Mohammadi M,Karabalis D L.Dynamic 3-D soil railwaytrack interaction by BEM-FEM[J].Earthquake Engineer-ing&Structural Dynamics,1995,24(9):1177-1193.
[22]聂志红,刘宝琛,李亮.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学,2006,27(2):15-19.
[23]曹艳梅,夏禾,陈建国.运行列车引起地面振动的理论模型及振动特性分析[J].振动工程学报,2009,22(6):589-596.
[24]孙锐,袁晓铭,李雨润,等.循环荷载下液化对土层水平往返变形的研究[J].西北地震学报,2009,31(1):8-14.
[25]刘雪珠,陈国兴.轨道交通荷载下路基土的动力学行为研究进展[J].防灾减灾工程学报,2008,28(2):248-255.
[26]汤连生,廖化荣,刘增贤.路基土动荷载下力学行为研究进展[J].地质科技情报,2006,25(2):103-110.
[27]Jenkins H H,Stephenson J E,Clayton G A,et al..Theeffect of track and vehicle parameters on wheel/rail verticaldynamic forces[J].Railway Engineering,1974,3(1):2-16.
[28]Dawn T M,Stanworth C G.Ground vibrations caused bypassing Trains[J].Journal of Soundand Vibrations,1979,66(3):355-362.
[29]潘昌实,谢正光.地铁区间隧道列车振动测试与分析[J].土木工程学报,1990,23(2):21-28.
[30]Sankar S,Afonso M.Design and testing of lateral seat sus-pension for off-road[J].Jounal of Terramechanics,1993,30(5):371-393.
[31]Thompson D J.Developments of the indirect method formeasuring the high frequency dynamic stiffness of resilientelements[J].Journal of Sound and Vibration,1998,213(1):169-188.
[32]Sheng X,Jones C J C,Petyt M.Ground vibration generatedby a load moving along a railway track[J].Journal fo Soundand Vibration,1999,228(1):129-156.
[33]Sato Y,Miwa M.Measurement and analysis of track irregu-larity on super-high speed train Trips[J].Heavy Vehicle Sys-tems-International Journal of Vehicle Design,2000,7(1):22-33.
[34]Fan Y T,Wu W F.Dynamic analysis and ride quality evalua-tion of railway vehicles-Numerical simulation and field testverification[J].Journal of Mechanics,2006,22(1):1-11.
[35]Flener E B,Karoumi R.Dynamic testing of a soil-steel com-posite railway bridge[J].Engineering Structures,2009,31(12):2803-2811.
[36]王平,王兰民,刘红玫,等.动三轴试验机轴向摩擦解决的研究[J].西北地震学报,2008,30(1):46-48.
[37]王国波,杨林德.上海软土自由场地的三维地震响应分析[J].西北地震学报,2008,30(4):326-331.
[38]Seed H B,Chan C.K.Effect of duration of stress applicationon soil deformation under repeated loading[A]∥Proceedings5th international Congress on Soil Mechanics and Founda-tions,Vol.1[C],Paris:Dunod,1968:341-345.
[39]Castro G.Liquefaction and cyclic mobility of saturated sands[J].Journal of Geotechnical Engineering Division,ASCE,1975,101(6):551-569.
[40]Gaskin P N,Raymond G P,Addo-Abedi F Y.Repeatedcompressive loading fo a sand[J].Canadian GeotechnicalJournal,1979,16(2):798-802.
[41]Kazuya Y,Toyotoshi Y,Kazutoshi H.Cyclic strength anddeformation of normally consolidation clay[J].Soils andFoundations,1982,22(3):77-91.
[42]熊建国,许贻燕.分层土自振特性分析[J].地震工程与工程振动,1986,6(4):21-35.
[43]黄锋,楼志刚.排水条件对海洋粉质土动力特性的影响[J].岩土工程学报,1997,19(1):22-29.
[44]唐益群,黄雨,叶为民,等.地铁列车荷载作用下隧道周围土体的临界动应力比和动应变分析[J].岩石力学与工程学报,2003,22(9):1566-1570.
[45]曾长女,刘汉龙,丰土根,等.饱和粉土孔隙水压力性状试验研究[J].岩土力学,2005,26(12):1963-1966.
[46]关彦斌,肖军华,陈建国.循环荷载下压实粉土的动态特性[J].交通运输工程学报,2009,9(2):28-31.
[47]肖军华,刘建坤.循环荷载下粉土路基土的变形性状研究[J].中国铁道科学,2010,31(1):1-8.
[48]陈春霞.软土中已运营地铁隧道的现场动力试验与分析研究[D].上海:同济大学,2008.
[49]林永国,廖少明,刘国彬.地铁隧道纵向变形影响因素的探讨[J].地下空间,2000,20(4):264-267.
[50]陈基炜,詹龙喜.上海市地铁一号线变形测量及规律分析[J].上海地质,2000,74(2):51-56.
[51]况龙川.深基坑施工对地铁隧道的影响[J].岩土工程学报,2000,22(3):284-288.
[52]郑永来,潘杰,韩文星.软土地铁隧道沉降分析[J].地下空间与工程学报,2005,1(1):67-73.
[53]Fan ZY,Zhang DM,Huang HW.Safety analysis on longitu-dinal settlement and crack width of shield tunnel segments inoperation period[A]//International Symposium on SafetyScience and Technology[C].Beijing:Peoples R.China Press,2008:2249-2252.
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