• 全国中文核心期刊
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XIE Xiong-yao, ZHANG Yong-lai, ZHOU Biao, ZENG Li, LIU Feng-zhou. Micro-settling control technology for shield tunnels crossing old buildings[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1781-1789. DOI: 10.11779/CJGE201910001
Citation: XIE Xiong-yao, ZHANG Yong-lai, ZHOU Biao, ZENG Li, LIU Feng-zhou. Micro-settling control technology for shield tunnels crossing old buildings[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1781-1789. DOI: 10.11779/CJGE201910001

Micro-settling control technology for shield tunnels crossing old buildings

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  • Received Date: November 27, 2018
  • Published Date: October 24, 2019
  • The settlement control of shield tunnels in the central cities crossing the old buildings is increasingly the focus of shield construction. Generally, the settlement control method is the secondary grouting according to the surface subsidence monitoring data, but deformations of surface and buildings have already occurred. In order to make up for the shortcomings of the traditional method, the construction control technology of "micro-settling" is put forward, which includes a real-time detection technology for grouting behind segments by using the radar and automatic monitoring and warning platform and takes measures before surface deformation. It is applied to the Wangsheren-Peijiaying interval tunnel of Jinan Rail Transit R3 line under-passing through the old buildings. The construction time of the buildings is mostly in the 70 s and 80 s of the twentieth century. Some of the walls are severely weathered, which greatly increases the difficulty to control the surface settlement and protect the buildings. Firstly, by using the three-dimensional finite element software PLAXIS 3D, the numerical simulation of the tunnel crossing the Suning Building and Agricultural Bank of China is carried out. It is considered that increasing the grouting pressure can effectively reduce the surface settlement. The simulated results are in good agreement with the monitoring data. Secondly, in order to control the surface deformation of the tunnel crossing the dormitories of Chemical Fertilizer Plant, the real-time detection technology of the post-grouting by radar is developed. The grouting quality is detected during segment fixing, and the grouting pressure and capacity are dynamically adjusted to effectively control the surface settlement. At the same time, the project uses a combination of automatic and manual monitoring devices to monitor real-time deformation of buildings and surface. The engineers can grasp the construction information through the mobile phone applications, and timely measures can be taken. Combing the real-time radar detection results and surface monitoring results, the ground settlement is controlled within 0~-5 mm, and finally the goal of “micro-settling” is achieved. The building has been well protected.
  • [1]
    BAI Y, YANG Z, JIANG Z.Key protection techniques adopted and analysis of influence on adjacent buildings due to the Bund Tunnel construction[J]. Tunnelling and Underground Space Technology, 2014, 41: 24-34.
    [2]
    朱合华, 丁文其, 乔亚飞, 等. 盾构隧道微扰动施工控制技术体系及其应用[J]. 岩土工程学报, 2014, 36(11): 1983-1993.
    (ZHU He-hua, DING Wen-qi, QIAO Ya-fei, et al.Micro-disturbed construction control technology system for shield driven tunnels and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 1983-1993. (in Chinese))
    [3]
    PECK R B.Deep excavations and tunnelling in soft ground[C]// The 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, 1969: 225-290.
    [4]
    ATTEWELL P B.Engineering contract, site investigation and surface movements in tunnelling works[M]. Tunneling Works Soft Ground Tunneling Failureand Displacements. RESENDIS D, ROMO M P. Rotterdam, Netherlands: A A, Balkema, 1981: 5-12.
    [5]
    卢海林, 赵志民, 方芃, 等. 盾构法隧道施工引起土体位移与应力的镜像分析方法[J]. 岩土力学, 2007, 28(1): 45-50.
    (LU Hai-lin, ZHAO Zhi-min, FANG Peng, et al.Analytical method of image theory used to calculate shield tunneling induced soil displacements and stresses[J]. Rock and Soil Mechanics, 2007, 28(1): 45-50. (in Chinese))
    [6]
    王建秀, 邹宝平, 付慧仙, 等. 超大直径盾构下穿保护建筑群地面沉降预测[J]. 现代隧道技术, 2013, 50(5): 98-104.
    (WANG Jian-xiu, ZOU Bao-ping, FU Hui-xian, et al.Prediction of ground settlement induced by an extra-large diameter shield passing under sensitive buildings[J]. Modern Tunnelling Technology, 2013, 50(5): 98-104. (in Chinese))
    [7]
    谢雄耀, 王强, 刘欢, 等. 富水圆砾地层盾构下穿火车站股道沉降控制技术研究[J]. 岩石力学与工程学报, 2016, 35(增刊2): 3960-3970.
    (XIE Xiong-yao, WANG Qiang, LIU Huan, et al.Settlement control study of shield tunneling crossing railway station in round gravel strata[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2): 3960-3970. (in Chinese))
    [8]
    孙长军, 张顶立, 郭玉海, 等. 大直径土压平衡盾构施工穿越建筑物沉降预测及控制技术研究[J]. 现代隧道技术, 2015, 52(1): 136-142.
    (SUN Chang-jun, ZHANG Ding-li, GUO Yu-hai, et al.Prediction and control techniques for building settlement induced by large-diameter epb shield tunnelling[J]. Modern Tunnelling Technology, 2015, 52(1): 136-142. (in Chinese))
    [9]
    张顶立, 李鹏飞, 侯艳娟, 等. 浅埋大断面软岩隧道施工影响下建筑物安全性控制的试验研究[J]. 岩石力学与工程学报, 2009, 28(1): 95-102.
    (ZHANG Ding-li, LI Peng-fei, HOU Yan-juan, et al.Experimental study on safety control of buildings during construction of shallow-buried soft rock tunnel with large-section[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 95-102. (in Chinese))
    [10]
    张亚洲, 王善高, 闵凡路. 大直径泥水盾构下穿民房建筑群沉降分析及控制[J]. 防灾减灾工程学报, 2016, 36(6): 959-964.
    (ZHANG Ya-zhou, WANG Shan-gao, MIN Fan-lu.Analysis and control of ground settlement caused by slurry shield tunneling crossing buildings in the Weisanlu Yangtze river tunnel[J]. Journal of Disaster Prevention and Mitigation Engineering, 2016, 36(6): 959-964. (in Chinese))
    [11]
    杜军, 黄宏伟, 谢雄耀, 等. 介电常数对探地雷达检测隧道壁注浆效果研究[J]. 地下空间与工程学报, 2006, 2(3): 420-424, 429.(DU Jun, HUANG Hong-wei, XIE Xiong-yao, et al. Research of the effect of dielectric permittivity on the GPR detection for the grouting material behind shield tunnel segment[J]. Chinese Journal of Underground Space and Engineering, 2006, 2(3): 420-424, 429. (in Chinese))
    [12]
    黄宏伟, 杜军, 谢雄耀. 盾构隧道壁后注浆的探地雷达探测模拟试验[J]. 岩土工程学报, 2007, 29(2): 243-248.
    (HUANG Hong-wei, DU Jun, XIE Xiong-yao.Simulation of GPR detecting of grouting materials behind shield tunnel segments[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 243-248. (in Chinese))
    [13]
    MORISHIMA H, ODAKA T.Concrete structures and nondestructive testing[J]. JR East Technical Review, 2003(2): 14-21.
    [14]
    KASA H, KOIZUMI K, INAGAKI M.Development of automated impulse acoustic sounding system for tunnel lining[J]. Proceedings of Tunnel Engineering, 2003, 13: 343-348.
    [15]
    姚宣德, 王梦恕. 地铁浅埋暗挖法施工引起的地表沉降控制标准的统计分析[J]. 岩石力学与工程学报, 2006, 25(10): 2030-2035.
    (YAO Xuan-de, WANG Meng-shu.Statics analysis of guideposts for ground settlement induced by shallow tunnel construction[J]. Chinese Journal of Mechanics and Engineering, 2006, 25(10): 2030-2035. (in Chinese))
    [16]
    李兴高. 既有地铁线路变形控制标准研究[J]. 铁道建筑, 2010(4): 84-88.
    (LI Xing-gao.Study on deformation control standard of existing metro line[J]. Railway Engineering, 2010(4): 84-88. (in Chinese))
    [17]
    PLAXIS 3D 2017 Tutorial manual[R].LAXIS 3D 2017 Tutorial manual[R]. 2017.
    [18]
    司翔宇. 盾构工作面平衡压力对土体变形影响的研究[C]// 全国公路工程地质科技情报网2013年技术交流会. 长春, 2013: 283-286.
    (SI Xiang-yu.Study on the effect of balanced pressure on soil deformation in shield face[C]// National Seminar of "Highway Engineering Geological Science and Technology" in 2013. Changchun, 2013: 283-286. (in Chinese))
    [19]
    GB50007—2011建筑地基基础设计规范[S]. 2011. (GB50007—2011 Code for design of building foundation[S]. 2011. (in Chinese))
    [20]
    郝润霞. 软土地区曲线段盾构隧道超挖量与注浆量分析[J]. 地下空间与工程学报, 2013, 9(5): 1132-1136.
    (HAO Run-xia.Analysis of over-excavated volume and synchronous grouting volume for the shield tunnel at curved section in soft soil area[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(5): 1132-1136. (in Chinese))
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