Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Related Articles
QI Tai-yue. Settlement characteristics of strata and buildings caused by metro tunneling[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1283-1290.
Citation: QI Tai-yue. Settlement characteristics of strata and buildings caused by metro tunneling[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1283-1290.
shu

Settlement characteristics of strata and buildings caused by metro tunneling

  • (1. MOE Key Laboratory of Transportation Tunnel Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

More Information
  • Received Date: September 13, 2011
  • Published Date: July 24, 2012
    Graphical Abstract
    • Abstract
  • Although the characteristics of ground settlement without buildings are definite, further researches are still needed on the characteristics of settlement with buildings. Such researches have more theoretical significance and engineering application value. Therefore, based on the particular strata and shallow foundation buildings as research conditions, three-dimensional numerical models are established by means of FLAC3D to comparatively study the settlement characteristics of strata and buildings under the conditions without or with buildings so as to reveal their settlement characteristics at different spatial positions and to discuss the safety control standards for building settlement caused by metro tunneling. Through a project example, the analysis shows that the numerical simulations and the measured results are in good consistency, and it will provide technical support for the safety assessment of metro tunneling.
    • FullText(HTML)
    • References (14)
  • [1]
    施成华, 彭立敏, 刘宝琛. 浅埋隧道开挖对地表建筑物的影响[J]. 岩石力学与工程学报, 2004, 23(19): 3310–3316. (SHI Cheng-hua, PENG Li-min, LIU Bao-chen. Influence of shallow tunnel excavation on ground surface buildings[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(19): 3310–3316. (in Chinese))
    [2]
    李进军, 王卫东, 黄茂松, 等. 地铁盾构隧道穿越对建筑物桩基础的影响分析[J]. 岩土工程学报, 2010, 32(增刊2): 166–170. (LI Jin-jun, WANG Wei-dong, HUANG Mao-song, et al. Influence of piles of structure induced by crossing tunnels[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 166–170. (in Chinese))
    [3]
    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 building 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))
    [4]
    覃卫民, 赵荣生, 王 浩, 等. 浅埋大跨隧道下穿建筑物的安全影响研究[J]. 岩石力学与工程学报, 2010, 29(增刊2): 3762–3768. (QIN Wei-min, ZHAO Rong-sheng, WANG Hao, et al. Study of building safety during shallow-buried large-span tunnel underpassing[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 3762–3768. (in Chinese))
    [5]
    PECK R B. Deep excavations and tunnelling in soft ground[C]// Proc 7th Int Conf SMFE. Mexico City, 1969: 225–290.
    [6]
    ATTEWELL P B, YEATES J, SELBY A R. Soil movements induced by tunnelling and their effects on pipelines and structures[M]. Glasgow: Blackie, 1986: 10–50.
    [7]
    韩 煊, 李 宁, J R Standing. Peck公式在我国隧道施工地面变形预测中的适用性分析[J]. 岩土力学, 2007, 28(1): 23–35. (HAN Xuan, LI Ning, J R Standing. An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J]. Rock and Soil Mechanics, 2007, 28(1): 23–35. (in Chinese))
    [8]
    潘海泽, 蒋冰玉, 黄 涛. Peck公式在天津隧道盾构施工地面沉降预测中的适用性分析[J]. 测绘科学, 2010, 35(3): 53–55. (PAN Hai-ze, JIANG Bing-yu, HUANG Tao. An adaptability study of gaussian equation applied to predicting ground settlements induced by shield tunneling in Tianjin[J]. Science of Surveying and Mapping, 2010, 35(3): 53–55. (in Chinese))
    [9]
    张平良, 方信贤, 张运良, 等. 基于地表沉降控制标准的隧道施工安全评估[J]. 铁道工程学报, 2010(5): 48–53. (ZHANG Ping-liang, FANG X in-xian, ZHANG Yun-liang, et al. Safety assessment of tunneling based on surface settlement standard[J]. Journal of Railway Engineering Society, 2010(5): 48–53. (in Chinese))
    [10]
    齐震明, 李鹏飞. 地铁区间浅埋暗挖隧道地表沉降的控制标准[J]. 北京交通大学学报, 2010, 34(3): 117–121. (QI Zhen-ming, LI Peng-fei. Control standard of ground surface settlements in metro section shallow tunnel[J]. Journal of Beijing Jiaotong University, 2010, 34(3): 117–121. (in Chinese))
    [11]
    漆泰岳, 刘 强, 琚国全. 软弱岩层大跨度地铁车站施工优化与地表沉降控制[J]. 岩石力学与工程学报, 2010, 29(4): 804–813. (QI Tai-yue, LIU Qinag, JU Guo-quan. Optimization of large-span metro station construction in soft rock strata and control of ground surface subsidence[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(4): 804–813. (in Chinese))
    [12]
    GB 50007—2002 建筑地基基础设计规范[S]. 2002. (GB 50007—2002 Design specifications of building foundation[S]. 2002. (in Chinese))
    [13]
    TB 10003—2001/J117—2001铁路隧道设计规范[S]. 2001. (TB 10003—2001/J117—2001 Code for design of railway tunnel[S]. 2001. (in Chinese))
    [14]
    TB 10121—2007/J721—2007铁路隧道监控量测技术规程[S]. 2007. (TB 10121—2007/J721—2007 Technical code for monitoring measurement of railway tunnel[S]. 2007. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Jiandong, YUAN Guangzong, BIAN Tianqi, ZHAO Yue, AN Xiaoyu. Influences of twin-tunnel excavation on settlement of shallow foundation buildings[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 147-151. DOI: 10.11779/CJGE2024S10015
    [2]LOU Chun-hui, XIA Tang-dai, LIU Nian-wu. Spatial effects of deformation due to excavation in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 249-252. DOI: 10.11779/CJGE2019S1063
    [3]LEI Hua-yang, ZHANG Lei, XU Ying-gang, LIANG Jian-wen, BA Zhen-ning. Numerical simulation of settlement of soft soil foundation under fast metro train loads[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 45-48. DOI: 10.11779/CJGE2019S1012
    [4]XIA Chao, LIU Xiu-zhen. Case study of settlement of adjacent buildings caused by excavation of a deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 479-482. DOI: 10.11779/CJGE2014S2083
    [5]SHEN Jian, QIU Zi-feng, XU Xiao-yu. Effect of excavation of foundation pits on settlement and stability of buildings at top of slopes[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 337-342. DOI: 10.11779/CJGE2014S2059
    [6]LIU Nian-wu, GONG Xiao-nan, YU Feng, TANG Heng-si. Settlement of buildings with shallow foundations induced by excavation in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 325-329. DOI: 10.11779/CJGE2014S2057
    [7]XU Chang-jie, JIN Biao, SUN Feng-ming, CHEN Qi-zhi. Influence of pile construction and excavation on adjacent buildings[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 809-813.
    [8]ZHANG Yu-ting, KOU Xiao-qiang, ZUO Dian-jun, QIAO Xiao-li. Numerical simulation of disturbance characteristics and post-construction settlement caused by shield excavation in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 753-757.
    [9]LI Jia-yu, CHEN Chen. Response of settlement and displacement of adjacent buildings of excavations to corner effect[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2238-2246.
    [10]Yan Hongbin, Zhang Jinghen, Xu Riqing, Gong Xiaonan. Analysis of Settlement of Buidings in Tianjin[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(5): 65-72.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1201) PDF downloads (893) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return