青岛地铁区间隧道开挖引起的地表沉降分析
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- 英文论文题名：Analysis on Ground Settlement Due to Excavation of Running Tunnel in Qingdao Metro
- 论文作者：蔡鹏麟 ; 周晓军 ; 任文强
- 英文论文作者：CAI Penglin ; ZHOU Xiaojun ; REN Wenqiang ; School of Civil Engineering ; MOE Key Lab of Transportation Tunnel Engineering ; Southwest Jiaotong University
- 年：2016
- 作者机构：西南交通大学土木工程学院交通隧道工程教育部重点实验室;
- 论文关键词：青岛地铁 ; 区间隧道 ; 地表沉降 ; 监控量测 ; 数值计算
- 英文论文关键词：Qindao Subway ; Running tunnel ; Ground subsidence ; In-situ monitoring ; Numerical calculation
- 会议召开时间：2016-10-24
- 会议录名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会论文集
- 语种：中文
- 分类号：U231.3;U456.3
- 学会代码：OGTY
- 会议名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会
- 会议地点：中国四川成都
- 主办单位：中国土木工程学会隧道及地下工程分会
- 学会名称：中国土木工程学会
- 页数：6
- 文件大小：1812k
- 原文格式：O
- 会议级别：全国
摘要
本文以青岛地铁3号线万年泉路站至李村站区间隧道工程为研究对象,结合该区间隧道施工过程中的现场监测数据,运用FLAC~(3D)数值仿真方法对地铁区间隧道开挖所引起的地表沉降进行了分析,并结合Peck方法给出了适合在工程中应用地表沉降预测方法,对比了所给出的预测方法的可行性与准确度。
On the basis of running tunnel from WanNianquanlu station to LiCun station in No.3 Qingdao subway line,the ground settlement due to its excavation is analyzed using FLAC~(3D) in combination with in-situ monitored data.Peck's formula is also employed to predict the ground subsidence due to excavation of running tunnel,and comparison between these two method shows that the method presented in the paper is workable and meets the requirement of engineering accuracy.
On the basis of running tunnel from WanNianquanlu station to LiCun station in No.3 Qingdao subway line,the ground settlement due to its excavation is analyzed using FLAC~(3D) in combination with in-situ monitored data.Peck's formula is also employed to predict the ground subsidence due to excavation of running tunnel,and comparison between these two method shows that the method presented in the paper is workable and meets the requirement of engineering accuracy.
引文
[1]李杰.基于FLAC3D地铁盾构施工引起地表沉降的分析研究[D].河北工程大学,2013.LI Jie.Analysis on ground settlement caused by shield construction using FLAC3D[D].Hebei University of Engineering,2013.
[2]丁云.青岛地铁隧道开挖引起的地表变形及其对上部建筑物的损伤研究[D].青岛理工大学,2013.DING Yun.Study on ground deformation due to excavation of Qingdao metro tunnel and its impact on the damage of aboveground buildings[D].Qingdao University of Science and Technology,2013.
[3]李小青,朱传成.盾构隧道施工地表沉降数值分析研究[J].公路交通科技,2007,24(6):86-91.LI Xaioqing,ZHU Chuancheng.Numerical analysis on ground settlement due to shield tunnel construction[J].Journal of Highway and Transportation Research and Development,2007,24(6):86-91.
[4]张成平,张顶立,王梦恕.浅埋暗挖隧道施工引起的地表塌陷分析及其控制[J].岩石力学与工程学报,2007,2.ZHANG Chengping,ZHNG Dingli,WANG Mengshu.Analysis on ground collapse due to shallow tunneling method and its control measures[J].Chinese Journal of Rock Mechanics and Engineering,2007,2
[5]章慧健,仇文革,王庆.城市地铁盾构施工引起的地表沉降分析[J].铁道建筑,2009,(9):64-67.ZHNG Huijian,QIUWenge,WANG Qing.Analysis on the ground subsidence due to shield construction of urban metro[J].Railway Engineering,2009,(9):64-67.
[6]Peck R B.Deep excavations and tunneling in soft ground[A].Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering[C]//Mexico City:State of the Art Volume,1969:225-290.
[7]Kotsovos M D.A mathematical description of the strength properties of concrete under generalized stress[J].Magazine of Concrete Research,1979,31(108):151-158.
[8]Reimann H.KritischeSpannungszustande des BetonsbeimehrachsigerruhenderKurzzeitbelastung[R].DeutscherAusschuss fur Stahlbeton,Heft175,Berlin 1965.
[9]Ottosen N S.A failure Criterion for Concrete[J],Journal of the Engineering Mechanics Division,1977,103(4):527-535.
[10]Hsieh S S,Ting E C,Chen W F.An Elastic-Fracture Model for Concrete[C]//Proceedings of the 3rd Engineering Mechanics Division,Special Conference ASCE,Austin.1979,437-440.
[11]Podgórski,J.General Failure Criterion for Isotropic Media[J].Journal of Engineering Mechanics,1985,111(2);188-201.
[12]B.Bresler and K.S.Pister Strength of Concrete under Combined Stresses[J].Journal of the American Concrete Institute,1958,55(9);321-345.
[13]WILLAM K J,WARNKE E D.Constitutive model for the triaxial behavior of concrete[C]//Proceedings of International Association for Bridge and Structural Engineering,ISMES.Bergamo.1975,19;1-30.
[14]马灵.基于数据挖掘的隧道施工地表沉降规律研究[D].华中科技大学,2013.MA Ling.Study on law of ground settlement due to tunnel construction using data mining[D].Huazhong University of Science and Technology,2013.
[15]高盟,邢晨光,王渭明.CRD法隧道开挖引起的地表沉降变形规律研究[J].山东科技大学学报:自然科学版,2013,32(4):29-33.GAO Meng,XIN Chengguang,WANG Weiming.Study on ground subsidence caused by tunnel construction using CRD method[J],Journal of Shandong University of Science and Technology,2013,32(4):29-33.
[2]丁云.青岛地铁隧道开挖引起的地表变形及其对上部建筑物的损伤研究[D].青岛理工大学,2013.DING Yun.Study on ground deformation due to excavation of Qingdao metro tunnel and its impact on the damage of aboveground buildings[D].Qingdao University of Science and Technology,2013.
[3]李小青,朱传成.盾构隧道施工地表沉降数值分析研究[J].公路交通科技,2007,24(6):86-91.LI Xaioqing,ZHU Chuancheng.Numerical analysis on ground settlement due to shield tunnel construction[J].Journal of Highway and Transportation Research and Development,2007,24(6):86-91.
[4]张成平,张顶立,王梦恕.浅埋暗挖隧道施工引起的地表塌陷分析及其控制[J].岩石力学与工程学报,2007,2.ZHANG Chengping,ZHNG Dingli,WANG Mengshu.Analysis on ground collapse due to shallow tunneling method and its control measures[J].Chinese Journal of Rock Mechanics and Engineering,2007,2
[5]章慧健,仇文革,王庆.城市地铁盾构施工引起的地表沉降分析[J].铁道建筑,2009,(9):64-67.ZHNG Huijian,QIUWenge,WANG Qing.Analysis on the ground subsidence due to shield construction of urban metro[J].Railway Engineering,2009,(9):64-67.
[6]Peck R B.Deep excavations and tunneling in soft ground[A].Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering[C]//Mexico City:State of the Art Volume,1969:225-290.
[7]Kotsovos M D.A mathematical description of the strength properties of concrete under generalized stress[J].Magazine of Concrete Research,1979,31(108):151-158.
[8]Reimann H.KritischeSpannungszustande des BetonsbeimehrachsigerruhenderKurzzeitbelastung[R].DeutscherAusschuss fur Stahlbeton,Heft175,Berlin 1965.
[9]Ottosen N S.A failure Criterion for Concrete[J],Journal of the Engineering Mechanics Division,1977,103(4):527-535.
[10]Hsieh S S,Ting E C,Chen W F.An Elastic-Fracture Model for Concrete[C]//Proceedings of the 3rd Engineering Mechanics Division,Special Conference ASCE,Austin.1979,437-440.
[11]Podgórski,J.General Failure Criterion for Isotropic Media[J].Journal of Engineering Mechanics,1985,111(2);188-201.
[12]B.Bresler and K.S.Pister Strength of Concrete under Combined Stresses[J].Journal of the American Concrete Institute,1958,55(9);321-345.
[13]WILLAM K J,WARNKE E D.Constitutive model for the triaxial behavior of concrete[C]//Proceedings of International Association for Bridge and Structural Engineering,ISMES.Bergamo.1975,19;1-30.
[14]马灵.基于数据挖掘的隧道施工地表沉降规律研究[D].华中科技大学,2013.MA Ling.Study on law of ground settlement due to tunnel construction using data mining[D].Huazhong University of Science and Technology,2013.
[15]高盟,邢晨光,王渭明.CRD法隧道开挖引起的地表沉降变形规律研究[J].山东科技大学学报:自然科学版,2013,32(4):29-33.GAO Meng,XIN Chengguang,WANG Weiming.Study on ground subsidence caused by tunnel construction using CRD method[J],Journal of Shandong University of Science and Technology,2013,32(4):29-33.