基坑开挖对临近既有地铁隧道的影响研究进展

doi:10.11779/CJGE2021S2060

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (1301 KB) HTML (1 KB)
输出: BibTeX | EndNote (RIS)

摘要基坑开挖卸荷会扰动周围岩土体,进而对临近既有地铁隧道产生不良影响。针对隧道位于基坑外侧和下方两种方位,分别从基坑开挖对既有隧道的影响机制、基坑开挖引起隧道变形的影响区、隧道受基坑开挖影响变形预测方法以及基坑开挖对隧道影响控制方法4个方面综述当前最新研究成果,探讨有待解决的主要问题以及未来重点研究方向。

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	刘波
	范雪辉
	王园园
	张嘉宝
	范智博

关键词 ：基坑, 既有隧道, 影响区, 预测方法, 控制方法

Abstract：The excavation-induced unloading will disturb the surrounding rock and soil mass, and then have a negative effect on the adjacent existing metro tunnels. For the two positions of s tunnel outside and below the foundation pit, the state-of-the-art achievements are summarized from the following four aspects: the influence mechanism of deep excavation on the existing tunnels, the influenced zone for tunnel deformation induced by excavation, the prediction methods for tunnel deformation and the control methods for tunnel deformation. Finally, the main problems to be solved and the key research directions in the future are discussed.

Key words： excavation existing tunnel influenced zone prediction method controlling method

收稿日期: 2021-08-17

ZTFLH:

TU473

基金资助:国家重点研发计划项目（2017YFC0805500）; 中国博士后科学基金项目（2021M690624）; 江苏省博士后科研计划项目（2021K146B）

作者简介: 刘波(1989—),男,博士后,主要从事静动力作用下地下结构灾变机制及其防控研究工作。E-mail: boliu@seu.edu.cn。

引用本文:

刘波, 范雪辉, 王园园, 张嘉宝, 范智博. 基坑开挖对临近既有地铁隧道的影响研究进展[J]. 岩土工程学报, 2021, 43(zk2): 253-258. LIU Bo, FAN Xue-hui, WANG Yuan-yuan, ZHANG Jia-bao, FAN Zhi-bo. Influences of excavation on adjacent existing metro tunnels: a review. Chinese J. Geot. Eng., 2021, 43(zk2): 253-258.

链接本文:

http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/10.11779/CJGE2021S2060 或 http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/Y2021/V43/Izk2/253

[1] 侯秀芳, 梅建萍, 左超, 等. 2020年城市轨道交通线路统计分析[J]. 都市快轨交通, 2021, 34(3): 1-9.
(HOU Xiu-fang, MEI Jian-ping, ZUO Chao, et al.Statistics and analysis of urban rail transit in 2020[J]. Urban rapid rail transit, 2021, 34(3): 1-9. (in Chinese))
[2] CHANG C T, SUN C W, DUANN S W, et al.Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 151-158.
[3] CHANG C T, WANG M J, CHANG C T, et al.Repair of displaced shield tunnel of the Taipei rapid transit system[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 167-173.
[4] 刘庭金, 夏文宇. 桩锚深基坑诱发地铁盾构隧道病害的成因分析[J]. 铁道工程学报, 2016, 33(1): 109-115.
(LIU Ting-jin, XIA Wen-yu.Cause analysis on damage of adjacent metro shield tunnel due to deep pit excavation with pile-anchor retaining[J]. Journal of Railway Engineering Society, 2016, 33(1): 109-115. (in Chinese))
[5] 郦亮. 某软土地区盾构隧道抢险监护研究[J]. 施工技术, 2018, 47(23): 98-101.
(LI Liang.Study on emergency control of a shield tunnel in soft clay area[J]. ConstructionTechnology, 2018, 47(23): 98-101. (in Chinese))
[6] 上海市地铁沿线建筑施工保护地铁技术管理暂行规定: 沪市政法(94)第854号[S]. 1994.
(Provisional Prescription on Protecting Techniques of Metro: (No. 854 of Shanghai Municipal Statute (94)[S]. 1994. (in Chinese))
[7] 城市轨道交通结构安全保护技术规范CJJ/T 202—2013[S]. 2014.
(Technical Code for Protection Structures of Urban Rail Transit:CJJ/T 202—2013[S]. 2014. (in Chinese))
[8] 城市轨道交通工程监测技术规范:GB 50911—2013[S]. 2014.
(Code for Monitoring Measurement of Urban Rail Transit Engineering:GB 50911—2013[S]. 2014. (in Chinese))
[9] 丁勇春. 软土地区深基坑施工引起的变形及控制研究[D]. 上海: 上海交通大学, 2009.
(DING Yong-chun.Excavation- Induced Deformation and Control in Soft Deposits[D]. Shanghai: Shanghai Jiao Tong University, 2009. (in Chinese))
[10] 郑刚, 杜一鸣, 刁钰, 等. 基坑开挖引起邻近既有隧道变形的影响区研究[J]. 岩土工程学报, 2016, 38(4): 599-612.
(ZHENG Gang, DU Yi-ming, DIAO Yu, et al.Influenced zones for deformation of existing tunnels adjacent to excavations[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 599-612. (in Chinese))
[11] 刘波. 软弱地层中基坑开挖卸荷引起临近既有地铁盾构隧道变形及控制方法研究[D]. 南京: 东南大学, 2020: 147-148.
(LIU Bo.Deformation and Its Control of Existing Shield Tunnel Induced by Unloading of Adjacent Foundation Pit Excavation in Weak Stratum[D]. Nanjing: Southeast University, 2020: 147-148. (in Chinese))
[12] 魏纲, 赵城丽, 蔡吕路. 基坑开挖对临近既有盾构隧道影响的机理研究[J]. 市政技术, 2013, 31(6): 141-146.
(WEI Gang, ZHAO Cheng-li, CAI Lü-lu.Mechanism of foundation pit excavation impact on existing nearby shield tunnel[J]. Municipal Engineering Technology, 2013, 31(6): 141-146. (in Chinese))
[13] 魏纲, 厉京, 宣海力, 等. 大型深基坑开挖对旁边地铁盾构隧道影响的实测分析[J]. 铁道科学与工程学报, 2018, 15(3): 718-726.
(WEI Gang, LI Jing, XUAN Haili, et al.Monitoring data analysis on the influence of large deep foundation pit excavation on nearby metro shield tunnel[J]. Journal of Railway Science and Engineering, 2018, 15(3): 718-726. (in Chinese))
[14] 魏纲. 基坑开挖对下方既有盾构隧道影响的实测与分析[J]. 岩土力学, 2013, 34(5): 1421-1428.
(WEI Gang.Measurement and analysis of impact of foundation pit excavation on below existed shield tunnels[J]. Rock and Soil Mechanics, 2013, 34(5): 1421-1428. (in Chinese))
[15] 郭鹏飞, 杨龙才, 周顺华, 等. 基坑开挖引起下卧隧道隆起变形的实测数据分析[J]. 岩土力学, 2016, 37(增刊2): 613-621.
(GUO Peng-fei, YANG Long-cai, ZHOU Shun-hua, et al.Measurement data analyses of heave deformation of shield tunnels due to overlying pit excavation[J]. Rock and Soil Mechanics, 2016, 37(S2): 613-621. (in Chinese))
[16] 张治国, 黄茂松, 王卫东. 邻近开挖对既有软土隧道的影响[J]. 岩土力学, 2009, 30(5): 1373-1380.
(ZHANG Zhi-guo, HUANG Mao-song, WANG Wei-dong.Responses of existing tunnels induced by adjacent excavation in soft soils[J]. Rock and Soil Mechanics, 2009, 30(5): 1373-1380. (in Chinese))
[17] 姜兆华, 张永兴. 基坑开挖对邻近隧道纵向位移影响的计算方法[J]. 土木建筑与环境工程, 2013, 35(1): 7-11.
(JIANG Zhao-hua, ZHANG Yong-xing.Calculation of influence on longitudinal deformation of adjacent tunnels due to excavation[J]. Journal of Civil, Architectural & Environmental Engineering, 2013, 35(1): 7-11. (in Chinese))
[18] 张治国, 张孟喜, 王卫东. 基坑开挖对临近地铁隧道影响的两阶段分析方法[J]. 岩土力学, 2011, 32(7): 2085-2092.
(ZHANG Zhi-guo, ZHANG Meng-xi, WANG Wei-dong.Two-stage method for analyzing effects on adjacent metro tunnels due to foundation pit excavation[J]. Rock and Soil Mechanics, 2011, 32(7): 2085-2092. (in Chinese))
[19] 张俊峰, 王建华, 温锁林. 软土基坑引起下卧隧道隆起的非线性流变[J]. 土木建筑与环境工程, 2012, 34(3): 10-15.
(ZHANG Jun-feng, WANG Jian-hua, WEN Suo-lin.Nonlinear rheological analysis on tunnel displacement induced by adjacent excavation in soft clay[J]. Journal of Civil, Architectural & Environmental Engineering,2012, 34(3): 10-15. (in Chinese))
[20] DOLEŽALOVÁ M. Tunnel complex unloaded by a deep excavation[J]. Computers and Geotechnics, 2001, 28(6): 469-493.
[21] 郑刚, 王琦, 邓旭, 等. 不同围护结构变形模式对坑外既有隧道变形影响的对比分析[J]. 岩土工程学报, 2015, 37(7): 1181-1194.
(ZHENG Gang, WANG Qi, DENG Xu, et al.Comparative analysis of influences of different deformation modes of retaining structures on deformation of existing tunnels outside excavations[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1181-1194. (in Chinese))
[22] 张治国, 徐晨, 刘明, 等. 考虑基坑降水开挖影响的运营隧道变形分析[J]. 中国矿业大学学报, 2015, 44(2): 241-248.
(ZHANG Zhi-guo, XU Chen, LIU Ming, et al.Deformation analysis of metro tunnels considering impacts of dewatering excavation m foundation pit engineering[J]. Journal of China University of Mining & Technology, 2015, 44(2): 241-248. (in Chinese))
[23] 胡立海. 钢支撑轴力自动补偿系统在基坑围护工程中的应用[J]. 建筑施工, 2013, 35(8): 693-694.
(HU Li-hai.Automatic compensation system of steel support axial force applied to foundation pit excavation support engineering[J]. Building Construction, 2013, 35(8): 693-694. (in Chinese))
[24] 朱令. 基坑工程对轨道交通区间隧道的影响与保护[J]. 地下工程与隧道, 2016(3): 36-40.
(ZHU Ling.Effect of excavation on rail transit interval tunnel and protection measures[J]. Underground Engineering and Tunnels, 2016(3): 36-40. (in Chinese))
[25] 郑刚, 杜一鸣, 刁钰. 隔离桩对基坑外既有隧道变形控制的优化分析[J]. 岩石力学与工程学报, 2015, 34(增刊1): 3499-3509.
(ZHENG Gang, DU Yi-ming, DIAO Yu.Optimization analysis of efficiency of isolation piles in controlling the deformation of existing tunnels adjacent to deep excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(S1): 3499-3509. (in Chinese))