强震区管道隧道减震技术研究
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- 英文论文题名：Research ondamping mechanism of pipe tunnel in highly seismic zone with filled gravel soil around the pipes
- 论文作者：王帅帅 ; 高波 ; 侯旭丰 ; 张涛
- 英文论文作者：WANG Shuai-shuai ; GAO BO ; Hou Xufeng ; Zhang Tao ; MOE Key Laboratory of Transportation Tunnel Engineering ; Southwest Jiaotong University
- 年：2016
- 作者机构：西南交通大学交通隧道工程教育部重点实验室;
- 论文关键词：管道隧道工程 ; 强震区 ; 填充物 ; 减震机理 ; 弹性模量
- 英文论文关键词：pipe tunnel engineering ; highly seismic zone ; filled gravel soil ; damping mechanism ; elastic modulus
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TE973;U452.28
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：7
- 文件大小：591k
- 原文格式：O
- 会议级别：全国
摘要
以某强震区天然气管道浅埋直墙拱隧道工程为依托,提出了在管道隧道下部管道周围填筑碎石土的减震技术,并通过三维地层模型动力时程分析,深入研究了填筑物刚度对管道隧道动力特性的影响,为强震区管道隧道工程抗减震设计提供参考。研究表明:在隧道下部管道周围填筑具有一定刚度的碎石土,可以有效降低隧道墙脚和拱肩处衬砌的最大主应力幅值;随着填筑碎石土弹性模量增大,隧道拱脚和拱肩处最大主应力幅值降低,综合实际工程中提高填筑物刚度的经济性和难度,建议在本工程中隧道盖板下和管道周边填筑碎石土最优弹性模量取0.4GPa。
Based on an shallow buried pipe tunnel engineering in highly seismic zone,then the damping measure by filling the gravel soil around the pipes in the tunnel was proposed,and the dynamic stress characteristic of the pipe tunnel with various stiffness of the filled gravel soil was studied by 3D stratum model dynamic time history analysis,the study can provide some references for the damping design of the pipeline tunnel in the strong earthquake zone.The dynamic stress amplitude values at arch shoulders and wall foots sufficiently decreased,when the gravel soil with enough stiffness was filled around the pipes under the tunnel inspection car cover,which for the filled gravel soil in the tunnel substructure provided effective constraint when the tunnel relatively deformed.The associated values of the tunnel lining decreased as the elastic modulus of the filled gravel soil increased,and the optimal elastic modulus of the filled gravel soil is proposed to 0.4GPa in this case,when considering the economic cost and difficulty in improving the rigidity of the filling material in the practical engineering.
Based on an shallow buried pipe tunnel engineering in highly seismic zone,then the damping measure by filling the gravel soil around the pipes in the tunnel was proposed,and the dynamic stress characteristic of the pipe tunnel with various stiffness of the filled gravel soil was studied by 3D stratum model dynamic time history analysis,the study can provide some references for the damping design of the pipeline tunnel in the strong earthquake zone.The dynamic stress amplitude values at arch shoulders and wall foots sufficiently decreased,when the gravel soil with enough stiffness was filled around the pipes under the tunnel inspection car cover,which for the filled gravel soil in the tunnel substructure provided effective constraint when the tunnel relatively deformed.The associated values of the tunnel lining decreased as the elastic modulus of the filled gravel soil increased,and the optimal elastic modulus of the filled gravel soil is proposed to 0.4GPa in this case,when considering the economic cost and difficulty in improving the rigidity of the filling material in the practical engineering.
引文
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[3]王帅帅,高波,申玉生等.平面SH波入射下深埋软岩隧道抗减震机理研究[J].土木工程学报,2014(S1):280-286.(WANG Shuaishuai,GAO Bo,SHEN Yusheng,et al.Study on the mechanism of resistance and damping technology of deep soft rock tunnels subjected to incident plane SH waves[J].China Civil Engineering Journal,2014,47(Supp.1):280-286.(in Chinese))
[4]Hasheminejad S M,Miri A K.Seismic isolation effect of lined circular tunnels with damping treatments[J].Earthquake Engineering and Engineering Vibration,2008,7(3):305-319.
[5]王帅帅,高波,隋传毅,等.减震层减震原理及跨断层隧道减震技术振动台试验研究[J].岩土工程学报,2015,37(6)..1086-1092.(WANG Shuaishuai,GAO Bo,SUI Chuan-yi,et al.Mechanism of shock absorption layer and shaking table tests on shaking absorption technology of tunnel across fault[J].Chinese Journal of Geotechnical Engineering,2015,37(6):1086-1092.(in Chinese))
[6]高峰,石玉成,严松宏等.隧道洞口段的抗震设防长度[J].中国公路学报,2006(03):65-69.(GAO Feng,SHI Yu-cheng,YAN Song-hong,et-al.Anti-seismic Fortified Length in Tunnel Outlet[J].China Journal of Highway and Transport,2006,3(03):65-69.(in Chinese))
[7]申玉生,高波,胡邦等.强震区山岭隧道围岩全环间隔注浆预加固的方案研究[J].土木工程学报,2011(S1):186-191.(Shen Yusheng,Gao Bo,Hu Bang,et al.Study on the interval grouting pre-reinforcement scheme of mountain tunnel surrounding rock in high-intensity earthquake zone[J].CHINA CIVIL ENGINEERING JOURNAL,201KS1):186-191.(in Chinese))
[8]Chen J,Shi X,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.
[9]方亮.输气管道小断面隧道洞口段地震动力响应研究[硕士论文D].西南交通大学,2010.(FANG Liang.STUDY ON SEISMIC DYNAMIC RESPONSE OF GAS PIPELINE TUNNEL PROTAL WITH SMALL CROSS-SECTION[Master Thesis][D].Chengdu:South West Jiao Tong University,2010.(in Chinese))
[10]付开伟,胡文君,胡道华等.高烈度地震区油气管道隧道抗震分析[J].天然气与石油,2015(04):1-7.(Fu Kaiwei,Hu Wenjun,Hu Daohua,FANG Liang.Analysis on Seismic Resistance of Oil&Gas Pipeline Tunnel in High Intensity Seismic Zone[J].OIL AND GAS TRANSPORTATION AND STORAGE,2015(04):1-7.(in Chinese))
[2]高峰,石玉成,严松宏等.隧道的两种减震措施研究[J].岩石力学与工程学报,2005(02):222-229.(GAO Feng,SHI Yucheng,YAN Songhong,et al.Study of two shock absorption measures in tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(2):222-229.(in Chinese))
[3]王帅帅,高波,申玉生等.平面SH波入射下深埋软岩隧道抗减震机理研究[J].土木工程学报,2014(S1):280-286.(WANG Shuaishuai,GAO Bo,SHEN Yusheng,et al.Study on the mechanism of resistance and damping technology of deep soft rock tunnels subjected to incident plane SH waves[J].China Civil Engineering Journal,2014,47(Supp.1):280-286.(in Chinese))
[4]Hasheminejad S M,Miri A K.Seismic isolation effect of lined circular tunnels with damping treatments[J].Earthquake Engineering and Engineering Vibration,2008,7(3):305-319.
[5]王帅帅,高波,隋传毅,等.减震层减震原理及跨断层隧道减震技术振动台试验研究[J].岩土工程学报,2015,37(6)..1086-1092.(WANG Shuaishuai,GAO Bo,SUI Chuan-yi,et al.Mechanism of shock absorption layer and shaking table tests on shaking absorption technology of tunnel across fault[J].Chinese Journal of Geotechnical Engineering,2015,37(6):1086-1092.(in Chinese))
[6]高峰,石玉成,严松宏等.隧道洞口段的抗震设防长度[J].中国公路学报,2006(03):65-69.(GAO Feng,SHI Yu-cheng,YAN Song-hong,et-al.Anti-seismic Fortified Length in Tunnel Outlet[J].China Journal of Highway and Transport,2006,3(03):65-69.(in Chinese))
[7]申玉生,高波,胡邦等.强震区山岭隧道围岩全环间隔注浆预加固的方案研究[J].土木工程学报,2011(S1):186-191.(Shen Yusheng,Gao Bo,Hu Bang,et al.Study on the interval grouting pre-reinforcement scheme of mountain tunnel surrounding rock in high-intensity earthquake zone[J].CHINA CIVIL ENGINEERING JOURNAL,201KS1):186-191.(in Chinese))
[8]Chen J,Shi X,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.
[9]方亮.输气管道小断面隧道洞口段地震动力响应研究[硕士论文D].西南交通大学,2010.(FANG Liang.STUDY ON SEISMIC DYNAMIC RESPONSE OF GAS PIPELINE TUNNEL PROTAL WITH SMALL CROSS-SECTION[Master Thesis][D].Chengdu:South West Jiao Tong University,2010.(in Chinese))
[10]付开伟,胡文君,胡道华等.高烈度地震区油气管道隧道抗震分析[J].天然气与石油,2015(04):1-7.(Fu Kaiwei,Hu Wenjun,Hu Daohua,FANG Liang.Analysis on Seismic Resistance of Oil&Gas Pipeline Tunnel in High Intensity Seismic Zone[J].OIL AND GAS TRANSPORTATION AND STORAGE,2015(04):1-7.(in Chinese))