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基坑施工对下卧地铁隧道上抬变形影响的简化理论分析

周泽林, 陈寿根, 陈亮, 涂鹏

周泽林, 陈寿根, 陈亮, 涂鹏. 基坑施工对下卧地铁隧道上抬变形影响的简化理论分析[J]. 岩土工程学报, 2015, 37(12): 2224-2234. DOI: 10.11779/CJGE201512012
引用本文: 周泽林, 陈寿根, 陈亮, 涂鹏. 基坑施工对下卧地铁隧道上抬变形影响的简化理论分析[J]. 岩土工程学报, 2015, 37(12): 2224-2234. DOI: 10.11779/CJGE201512012
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ZHOU Ze-lin, CHEN Shou-gen, CHEN Liang, TU Peng. Analysis of uplift deflection of subway tunnel due to adjacent pit excavation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2224-2234. DOI: 10.11779/CJGE201512012
Citation: ZHOU Ze-lin, CHEN Shou-gen, CHEN Liang, TU Peng. Analysis of uplift deflection of subway tunnel due to adjacent pit excavation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2224-2234. DOI: 10.11779/CJGE201512012
shu

基坑施工对下卧地铁隧道上抬变形影响的简化理论分析  English Version

  • 1. 西南交通大学交通隧道工程教育部重点实验室,四川 成都 610031;
    2. 西南交通大学土木工程学院,四川 成都610031;
    3. 广西高速公路投资有限公司,广西 南宁 530021

基金项目: 中央高校基本科研业务费专项资金项目（SWJTU11ZT33）; 教
详细信息
    作者简介:

    周泽林(1986- ),男,博士研究生,主要从事城市隧道与地下工程等领域的科研。E-mail: zhouzelin2016b@163.com。

Analysis of uplift deflection of subway tunnel due to adjacent pit excavation

  • 1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China;
    2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;
    3. Guangxi Expressway Investment Company Limited, Nanning 530021, China

摘要

    摘要
  • 摘要: 为了合理地分析基坑施工对下卧已建地铁隧道上抬变形的影响,首先,将软土地基考虑为三参量H-K黏-弹性体,推导了自由边界半无限黏-弹性空间体在内部集中荷载作用下的Mindlin时域解,并采用积分、叠加的方法,提出了一种用于计算基坑开挖及工程降水所引起的邻近隧道附加应力的方法;然后,将已建隧道视为Pasternak黏-弹性地基上的欧拉伯努利长梁,建立了隧道在附加荷载作用下的平衡微分方程,求得了隧道纵向附加变形和内力的表达式;最后,将所提方法运用于某近接既有地铁隧道的基坑工程中,并与三维数值模拟流变分析结果和现场实测结果进行了对比分析。研究发现：提出方法能较好地反映软土隧道变形随时间的发展趋势;隧道纵向附加变形、曲率和弯矩的解析解与数值解基本一致,且上抬变形的解析解与实测值能较好地吻合;成果可为基坑施工对邻近隧道的影响分析及保护措施的制定提供一定的理论依据。
    Abstract: To predict the uplift deflection of subway tunnel due to adjacent excavation more reasonably, the soft soil foundation is considered to be a viscoelastic body with the constitutive relation of three-parameter H-K model at the first stage, and the Mindlin's time-domain solution of a semi-infinite viscoelastic body under internal concentrated load is derived. Furthermore, a calculation method is presented by integration and superposition to study the additional stress of a tunnel due to adjacent pit-excavation and dewatering, and the tunnel is assumed to be a long Euler-Bernoulli beam on a Pasternak-type viscoelastic foundation. The governing differential equation for the tunnel is formulated, and the analytical expressions for the deflection and internal force of the tunnel are deduced. Finally, the proposed method is used in a practical foundation pit which is adjacent to the exiting subway tunnels, and the analytical solution is compared with the results from 3-D rheological numerical simulation and in-situ measurement. It is found that the proposed method can reflect the development trend of tunnel deflection with time better. The longitudinal deflection, curvature and bending moment obtained by the analytical method are basically consistent with those from numerical simulation and in-situ measurement. The research results may provide a theoretical basis to study and protect the existing tunnels influenced by adjacent excavation.
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  • [1] 高广运, 高 盟, 杨成斌, 等. 基坑施工对运营地铁隧道的变形影响及控制研究[J]. 岩土工程学报, 2010, 32(3): 453-459. (GAO Guang-yun, GAO Meng, YANG Cheng-bin, YU Zhi-song. Influence of deep excavation on deformation of operating metro tunnels and countermeasures[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 453-459. (in Chinese))
    [2] 左殿军, 史 林, 李铭铭, 等. 深基坑开挖对邻近地铁隧道影响数值计算分析[J]. 岩土工程学报, 2014, 36(增刊2): 391-395. (ZUO Dian-jun, SHI Lin, LI Ming-ming, JI Wen-dong. Numerical analysis of influence of deep excavations on adjacent subway tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 391-395. (in Chinese))
    [3] 郑 刚, 刘庆晨, 邓 旭. 基坑开挖对下卧运营地铁隧道影响的数值分析与变形控制研究[J]. 岩土力学, 2013, 34(5): 1459-1468. (ZHENG Gang, LIU Qing-chen, DENG Xu. Numerical analysis of effect of excavation on underlying existing metro tunnel and deformation control[J]. Rock and Soil Mechanics, 2013, 34(5): 1459-1468. (in Chinese))
    [4] 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))
    [5] 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))
    [6] MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Physics, 1936, 7(1): 195-202.
    [7] 蔡 峨. 黏弹性力学基础[M]. 北京: 北京航空航天大学出版社, 1989. (CAI E. Basic viscoelastic mechanics[M]. Beijing: Beihang University Press, 1989. (in Chinese))
    [8] 冯世进, 陈晓霞, 高广运, 等. 迭代增量法分析地下连续墙的受力性状[J]. 岩土力学, 2009, 30(1): 226-230. (FENG Shi-jin, CHEN Xiao-xia, GAO Guang-yun, et al. Analysis of underground diaphragm wall by iterative incremental method[J]. Rock and Soil Mechanics, 2009, 30(1): 226-230. (in Chinese))
    [9] 杨光华. 深基坑支护结构的实用计算方法及其应用[J]. 岩土力学, 2004, 25(12): 1885-1896, 1902. (YANG Guang-hua. Practical calculation method of retaining structures for deep excavations and its application[J], Rock and Soil Mechanics, 2004, 25(12): 1885-1896, 1902. (in Chinese))
    [10] 刘国彬, 黄院雄, 侯学渊. 水及土压力的实测研究[J]. 岩石力学与工程学报, 2000, 19(2): 205-210. (LIU Guo-bin, HUANG Yuan-xiong, HOU Xue-yuan. Discussion on water and earth pressure of supporting structure in soft area[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(2): 205-210. (in Chinese))
    [11] 施成华, 彭立敏. 基坑开挖及降水引起的地表沉降预测[J]. 土木工程学报, 2006, 39(5): 117-121. (SHI Cheng-hua, PENG Li-min. Ground surface settlement caused by foundation pit excavation and dewatering[J]. China Civil Engineering Journal, 2006, 39(5): 117-121. (in Chinese))
    [12] PASTERNAK P L. On a new method of analysis of an elastic foundation by means of two-constants[D]. Moscow: State Architecture & Construction Press, 1954. (in Russian)
    [13] 徐 凌. 软土盾构隧道纵向沉降研究[D]. 上海: 同济大学, 2005. (XU Ling. Research of the longitudinal settlement of soft soil shield tunnel[D]. Shanghai: Tongji University, 2005. (in Chinese))
    [14] KERR A D. On the determination of foundation model parameters[J]. Journal of Geotechnical Engineering, 1985, 111(11): 1334-1340.
    [15] MORFIDIS K. Research and development of methods for the modeling of foundation structural elements and soil[D]. Thessaloniki: Aristotle University of Thessaloniki, 2003.
    [16] 黄 栩, 黄宏伟, 张冬梅. 开挖卸荷引起下卧已建盾构隧道的纵向变形研究[J]. 岩土工程学报, 2012, 34(7): 1241-1249. (HUANG Xu, HUANG Hong-wei, ZHANG Dong-mei. Longitudinal deflection of existing shield tunnels due to deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1241-1249. (in Chinese))
    [17] 殷德顺, 王保田. 基坑工程侧向卸、加载应力路径试验及模量计算[J]. 岩土力学, 2007, 28(11): 2421-2425. (YIN De-shun, WANG Bao-tian. Test and modulus formula for lateral unloading and loading stress paths during excavation in foundation pit[J]. Rock and Soil Mechanics, 2007, 28(11): 2421-2425. (in Chinese))
    [18] 潘林有, 胡中雄. 深基坑卸荷回弹问题的研究[J]. 岩土工程学报, 2002, 24(1): 101-104. (PAN Lin-you, HU Zhong-xiong. Experimental study on the resilience of pit under unloading[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 101-104. (in Chinese))
    [19] 刘国彬, 侯学渊. 软土的卸荷模量[J]. 岩土工程学报, 1996, 18(6): 22-27. (LIU Guo-bin, HOU Xue-yuan. Unloading modulus of the Shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 22-27. (in Chinese))
    [20] TANAHASHI H. Formulas for an infinitely long Bernoulli-Euler beam on the Pasternak model[J]. Journal of the Japanese Geotechnical Society, 2004, 44(5): 109-118.
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  • 收稿日期:  2014-12-05
  • 发布日期:  2015-12-19

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