山岭隧道振动台模型试验研究的现状与展望
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摘要
山岭隧道在地震作用下的动力响应与抗震性能,是近10年来国内外工程界及学术界的一个研究热点。采用振动台模型试验,直接模拟与再现地震作用下围岩与隧道结构的动力响应,是研究其动力特性和抗震性能的一种重要手段。针对山岭隧道的振动台模型试验研究,从对象与目的、相似理论、相似材料、模型制作、地震波选取等5个方面,系统地论述国内外山岭隧道振动台模型试验的研究现状,同时也对其今后的发展趋势进行了展望。
The dynamic response and seismic performance of mountain tunnel become a hot issue during recent10 years among domestic and overseas engineering sector and academic circles. Directly simulation and reproduction of the dynamic responses of surrounding rock mass and tunnel structure under earthquake action in the shaking table model test is an important method to study its dynamitic characteristic and anti-seismic property. The research status of domestic and overseas shaking table model test for mountain tunnel is systematically described in five aspects such as research object and purpose, similarity theory, similarity material,model making,seismic wave input according to the shaking table model test for mountain tunnel.Meanwhile,some possible prospects in further research are also presented in this article.
引文
[1]GB50111—2006铁路工程抗震设计规范[S].北京:中国计划出版社,2009.
    [2]JTGB02—2013公路工程抗震规范[S].北京:人民交通出版社,2014.
    [3]GB50909—2014城市轨道交通结构抗震设计规范[S].北京:中国计划出版社,2014.
    [4]同济大学.DG/TJ08-2064—2009地下铁道建筑结构抗震设计规范[S].上海:上海市建筑建材业市场管理总站,2009.
    [5]Jiang L Z,Chen J,Li J.Seismic response of underground utility tunnels:shaking table testing and FEM analysis[J].Earthquake Engineering and Engineering Vibration,2010,9(4):555-567.
    [6]刘吉.黄草坪#2隧道地震动力响应的物理模拟试验初步研究[D].成都:成都理工大学,2007.Liu J.The Preliminary Physical Modeling on the Earthquake Dynamic Response of Huangcaoping Tunnel No.2[D].Chengdu:Chengdu University of Technology,2007.
    [7]蒋华.高烈度地震区公路隧道振动台模型试验方案设计及减震方法研究[D].重庆:重庆交通大学,2009.
    [8]周德培.强震区隧道洞口段的动力特征性研究[J].地震工程与工程振动,1998,18(1):124-130.
    [9]王峥峥,高波,索然绪.双洞隧道洞口段抗减震振动台试验[J].中国公路学报,2009,22(2):71-76.Wang Z Z,Gao B,Suo R X.Shaking table tests on entrance anti-seism of double track tunnels[J].China Journal of Highway and Transport,2009,22(2):71-76.
    [10]皇民.浅埋双洞隧道地震动力响应研究[D].成都:西南交通大学,2009.
    [11]耿萍,何悦,何川,等.穿越断层破碎带隧道合理抗震设防长度研究[J].岩石力学与工程学报,2014,33(2):358-365.Geng P,He Y,He C,et al.Research on reasonable aseismic fortified length for tunnel through fault fracture zone[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(2):358-365.
    [12]耿萍,唐金良,权乾龙,等.穿越断层破碎带隧道设置减震层的振动台模型试验[J].中南大学学报:自然科学版,2013,44(6):2520-2526.Geng P,Tang J L,Quan Q L,et al.Shaking table test for tunnel with shock absorption layer though fault zone[J].Journal of Central South University:Science and Technology,2013,44(6):2520-2526.
    [13]方林,蒋树屏,林志,等.穿越断层隧道振动台模型试验研究[J].岩土力学,2011,32(9):2709-2713.Fang L,Jiang S P,Lin Z,et al.Shaking table model test study of tunnel through fault[J].Rock and Soil Mechanics,2011,32(9):2709-2713.
    [14]林志,蒋树屏,蒋华,等.公路隧道大型振动台抗减震模型试验方案设计[J].公路交通技术,2009(6):92-95.Lin Z,Jiang S P,Jiang H,et al.Design of test plan for aseismic model of large-size vibration table in highway tunnel[J].Technology of Highway and Transport,2009(6):92-95.
    [15]刘鸿哲,黄茂松.不同埋深矩形隧道地震响应的离心振动台试验[J].岩石力学与工程学报,2013,32(S2):3404-3412.Liu H Z,Huang M S.Centrifuge model tests of seismic response of rectangular tunnels at different buried depths[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(S2):3404-3412.
    [16]郑颖人,肖强,辛建平,等.黄土无衬砌隧道破坏机制振动台试验研究[J].地下空间与工程学报,2012,8(1):19-25,32.Zheng Y R,Xiao Q,Xin J P,et al.Shaking table test studies of failure mechanism of unlined loess tunnel under earthquake[J].Chinese Journal of Underground Space and Engineering,2012,8(1):19-25,32.
    [17]黄俊,张波.地铁交叉结构近场地震反应振动台试验研究[J].水电能源科学,2013,31(2):120-122,153.Huang J,Zhang B.Shaking table model test of subway cross-structure under near-field ground motion[J].Water Resources and Power,2013,31(2):120-122,153.
    [18]杨俊杰.相似理论与结构模型试验[M].武汉:武汉理工大学出版社,2005.
    [19]Kim N S,Lee J H,Chang S P.Equivalent multi-phase similitude law for pseudodynamic test on small scale reinforced concrete models[J].Engineering Structures,2009,31(4):834-846.
    [20]Bournas D A,Negro P,Molina F J.Pseudodynamic tests on a full-scale 3-storey precast concrete building:Behavior of the mechanical connections and floor diaphragms[J].Engineering Structures,2013,57:609-627.
    [21]周颖,吕西林,卢文胜.不同结构的振动台试验模型等效设计方法[J].结构工程师,2006,22(4):37-40.Zhou Y,LüX L,Lu W S.Shaking table test model design in different structures[J].Structural Engineers,2006,22(4):37-40.
    [22]李宗森,余萍,胡孝平.相似理论在混凝土结构振动台模型设计中的应用[J].国外建材科技,2008,29(1):55-57.Li Z S,Yu P,Hu X P.Similarity theory and concrete structure model design of shaking table test[J].Science and Technology of Overseas Building Materials,2008,29(1):55-57.
    [23]Meng Q,Zhang M,Guo X.Dynamic simulation experimental method study about RC structure's nonlinear performance in earthquake Simulation tests[C]∥Proceedings of the 3rd international conference on earthquake engineering.Shanghai:[s.n.],2004:191-194.
    [24]黄维平,王连广.人工质量在砖混结构振动台试验中的作用[J].地震工程与工程振动,2001,21(3):99-103.Huang W P,Wang L G.Effects of ballast on test of shaking table for masonry structures[J].Earthquake Engineering and Engineering Vibration,2001,21(3):99-103.
    [25]Wang S,Bao Z,Shu P.The deduction of similarity relationships in tunnel model test[J].Applied Mechanics and Materials,2012,1:198-199.
    [26]鲁亮,吕西林.振动台模型试验中一种消除重力失真效应的动力相似关系研究[J].结构工程师,2001(4):45-48.Lu L,LüX L.Study of dynamic similitude law for the shaking table test to cancel the gravity distortion effect[J].Structural Engineers,2001(4):45-48.
    [27]Xiao Z,Deng N,Jiang Y.Similitude material confecting of tunnel model in shaking table test[J].Applied Mechanics and Materials,2014,2:501-504.
    [28]曹玲,罗先启,程圣国.千将坪滑坡物理模型试验相似材料研究[J].三峡大学学报:自然科学版,2007,29(1):37-39,45.Cao L,Luo X Q,Cheng S G.Research on similar material of physical model for Qianjiangping landslide[J].Journal of China Three Gorges University:Natural Sciences,2007,29(1):37-39,45.
    [29]李昀,张子新.相似模型试验中土质相似材料的试验研究[C]∥中国土木工程学会第十二届年会暨隧道及地下工程分会第十四届年会论文集.上海:现代隧道技术,2006:684-688.
    [30]张强勇,李术才,郭小红,等.铁晶砂胶结新型岩土相似材料的研制及其应用[J].岩土力学,2008,29(8):2126-2130.Zhang Q Y,Li S C,Guo X H,et al.Research and development of new typed cementitious geotechnical similar material for iron crystal sand and its application[J].Rock and Soil Mechanics,2008,29(8):2126-2130.
    [31]王汉鹏,李术才,张强勇,等.新型地质力学模型试验相似材料的研制[J].岩石力学与工程学报,2006,25(9):1842-1847.Wang H P,Li S C,Zhang Q Y,et al.Development of a new geomechanical similar material[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1842-1847.
    [32]李天斌.拱坝坝肩稳定性的地质力学模拟研究[J].岩石力学与工程学报,2004,23(10):1670-1676.Li T B.Geomechanical modeling study on stability of arch dam shoulder[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1670-1676.
    [33]徐华,李天斌,王栋,等.山岭隧道地震动力响应规律的三维振动台模型试验研究[J].岩石力学与工程学报,2013,32(9):1762Xu H,Li T B,Wang D,et al.Study of seismic responses of mountain tunnels with 3D shaking table model test[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(9):1762-1771.
    [34]高博,张鸿儒.堆叠式剪切模型箱的改进[J].岩石力学与工程学报,2009,28(S2):4021-4026.Gao B,Zhang H R.Improvement of stacked shear model box[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(S2):4021-4026.
    [35]Lok T M H,Pestana J M,Seed R B.Numerical modeling of seismic soilpile superstructure interaction[C]∥12th World Conference on Earthquake Engineering.Macao:[s.n.],2000:88-93.
    [36]杨林德,季倩倩,郑永来,等.地铁车站结构振动台试验中模型箱设计的研究[J].岩土工程学报,2004,26(1):75-78.Yang L D,Ji Q Q,Zheng Y L,et al.Study on design of test box in shaking table test for subway station structure in soft soil[J].Chinese Journal of Geotechnical Engineering,2004,26(1):75-78.
    [37]伍小平,孙利民,胡世德,等.振动台试验用层状剪切变形土箱的研制[J].同济大学学报,2002,30(7):781-785.Wu X P,Sun L M,Hu S D,et al.Development of laminar shear box used in shaking table test[J].Journal of Tongji University,2002,30(7):781-785.
    [38]蒋树屏,文栋良,郑升宝.嘎隆拉隧道洞口段地震响应大型振动台模型试验研究[J].岩石力学与工程学报,2011,30(4):649-656.Jiang S P,Wen D L,Zheng S B.Large-scale shaking table test for seismic response in portal section of galongla tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(4):649-656.
    [39]楼梦麟,王文剑,朱彤,等.土-结构体系振动台模型试验中土层边界影响问题[J].地震工程与工程振动,2000,20(4):30-36.Lou M L,Wang W J,Zhu T,et al.Soil lateral boundary effect in shaking fable model test of soil-structure system[J].Earthquake Engineering and Engineering Vibration,2000,20(4):30-36.
    [40]王戍平.破碎围岩隧道的模拟试验研究[D].杭州:浙江大学,2004.
    [41]张永兴,卢黎,饶枭宇,等.压力型锚杆力学性能模型试验研究[J].岩土力学,2010,31(7):2045-2050.Zhang Y X,Lu L,Rao X Y,et al.Model test research on mechanical behavior of compression type rock bolt[J].Rock and Soil Mechanics,2010,31(7):2045-2050.
    [42]侯朝炯,勾攀峰.巷道锚杆支护围岩强度强化机理研究[J].岩石力学与工程学报,2000,19(3):342-345.Hou C J,Gou P F.Mechanism study on strength enhancement for the rocks surrounding roadway supported by bolt[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(3):342-345.
    [43]李利平,李术才,赵勇,等.超大断面隧道软弱破碎围岩渐进破坏过程三维地质力学模型试验研究[J].岩石力学与工程学报,2012,31(3):550-560.Li L P,Li S C,Zhao Y,et al.3D geomechanical model for progressive failure progress of weak broken surrounding rock in super large section tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(3):550-560.
    [44]Chen J,Shi X J,Li J.Shaking table test of utility tunnel under non-uniform earthquake wave excitation[J].Soil Dynamics and Earthquake Engineering,2010,30(11):1400-1416.
    [45]蒙国往,周佳媚,李志业.地震动力作用下纤维混凝土隧道衬砌的试验研究[J].华北水利水电学院学报,2013,34(1):59-62.Meng G W,Zhou J M,Li Z Y.Experimental study on fiber reinforced concrete lining under seismic dynamic action[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2013,34(1):59-62.
    [46]袁一凡,田启文.工程地震学[M].北京:地震出版社,2012.
    [47]Chen J,Jiang L Z,Li J,et al.Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation[J].Tunnelling and Underground Space Technology,2012,30:205-216.
    [48]李林,何川,耿萍,等.浅埋偏压洞口段隧道地震响应振动台模型试验研究[J].岩石力学与工程学报,2011,30(12):2540-2548.Li L,He C,Geng P,et al.Study of shaking table model test for seismic response of portal section of shallow unsymmetrical loading tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(12):2540-2548.

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