• 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

软土地区地铁隧道不均匀沉降特征及分区控制

狄宏规, 周顺华, 宫全美, 王培鑫, 肖军华

狄宏规, 周顺华, 宫全美, 王培鑫, 肖军华. 软土地区地铁隧道不均匀沉降特征及分区控制[J]. 岩土工程学报, 2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016
引用本文: 狄宏规, 周顺华, 宫全美, 王培鑫, 肖军华. 软土地区地铁隧道不均匀沉降特征及分区控制[J]. 岩土工程学报, 2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016
DI Hong-gui, ZHOU Shun-hua, GONG Quan-mei, WANG Pei-xin, XIAO Jun-hua. Differential settlement of metro tunnels and its zonal control in soft deposits[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016
Citation: DI Hong-gui, ZHOU Shun-hua, GONG Quan-mei, WANG Pei-xin, XIAO Jun-hua. Differential settlement of metro tunnels and its zonal control in soft deposits[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016

软土地区地铁隧道不均匀沉降特征及分区控制  English Version

基金项目: 国家自然科学基金项目(51478353,51008158); 上海市科; 委重点支撑项目(13231200200)
详细信息
    作者简介:

    狄宏规(1985- ),男,博士研究生,主要从事铁道与轨道工程方面的研究。

Differential settlement of metro tunnels and its zonal control in soft deposits

  • 摘要: 基于南京地铁1号线西延线地下段运营后约4年的沉降观测数据,分析其沉降发展的时空变化特征。将西延线工程地质条件、沿线周边邻近建筑工程活动与结构沉降进行对比分析,研究地铁结构产生不均匀沉降的原因。结果表明:运营4年后隧道最大累积沉降达122 mm,沿线形成了4个沉降槽,且沉降槽有向两边扩展的趋势。地铁结构下卧软土层分布不均和周边近距离工程活动是导致西延线结构不均匀沉降的主要原因。针对软土地区地铁隧道的不均匀沉降问题,应结合工程地质条件和周边建筑开发程度,进行分区预控制。
    Abstract: Based on the measured settlement (a period of 4 years after operation) of West Extension Line of Nanjing Metro Line 1, the differential settlement characteristics of this line are analyzed. After 4 years’ operation, the cumulative settlement reaches the maximum value of 122 mm, and 4 settlement troughs are formed along the line and each settlement trough has the trend to be wider. By comparing the cumulative settlement to the geological conditions and the adjacent construction activities along the line, the reasons for the differential settlement of the line are investigated. The results show that the non-uniform distribution of the soft soil layer under the metro tunnel and the adjacent construction activities are the main causes for the differential settlement. For the problem of differential settlement of the metro tunnels in soft soil area, the zonal control of the metro line should be adopted by considering the engineering geological conditions and the development intensity of the surrounding projects.
  • [1] 刘国彬, 李 青, 吴宏伟. 地下水开采引起的次压缩对隧道长期沉降的影响[J]. 岩土力学, 2012, 33(2): 3729-3735. (LIU Guo-bin, LI Qing, NG C W W. Influence of secondary compression due to groundwater mining on long-term tunnel settlement[J]. Rock and Soil Mechanics, 2012, 33(2): 3729-3735. (in Chinese))
    [2] NG C W W, LIU G B, LI Q. Investigation of the long-term tunnel settlement mechanisms of the first metro line in Shanghai. Can Geotech J, 2013, 50: 674-684.
    [3] 黄大维, 周顺华, 宫全美, 等. 软土地区地铁不同结构间差异沉降特点分析[J]. 同济大学学报(自然科学版)2013, 41(1): 95-100. (HUANG Da-wei, ZHOU Shun-hua, GONG Quan-mei, et al. Characteristic analysis of non-uniform settlement for different structures of metro in soft soil districts[J]. Journal of Tongji University (Natural Science), 2013, 41(1): 95-100. (in Chinese))
    [4] 刘 峰. 软土地区地铁隧道长期沉降及对地铁安全的影响[D]. 南京: 南京大学, 2013. (LIU Feng. Long-term settlement of metro in soft ground and its influence on safety[D]. Nanjing: Nanjing University, 2013. (in Chinese))
    [5] 黄广龙, 卫 敏, 韩爱民, 等. 南京长江漫滩地层中地铁结构的沉降分析[J]. 水文地质工程地质, 2006(3): 112-116. (HUANG Guang-long, WEI Min, HAN Ai-min, et al. Analysis on the subsidence of tunnel foundation in Nanjing Yangtze River valley flat[J]. Hydrogeology and Engineering Geology, 2006(3): 112-116. (in Chinese))
    [6] O'REILLY M, MAIR R, ALDERMAN G. Long-term settlements over tunnels: an eleven-year study at Grimsby[C]// Proceedings of Conference Tunneling. London: Institution of Mining and Metallurgy, 1991: 55-64.
    [7] 林永国, 廖少明, 刘国彬. 地铁隧道纵向变形影响因素的探讨[J]. 地下空间, 2000, 20(4): 264-267, 289. (LIN Yong-guo, LIAO Shao-ming, LIU Guo-bin. A discussion of the factors effecting on longitudinal deformation of subway tunnel[J]. Underground Space, 2000, 20(4): 264-267, 289. (in Chinese))
    [8] SHEN Shui-Long, WU Huai-Na, CUI Yu-Jun, et al. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai[J]. Tunneling and Underground Space Technology, 2014, 40: 309-323.
    [9] 韦 凯, 宫全美, 周顺华. 隧道长期不均匀沉降预测的蚁群算法[J].同济大学学报(自然科学版), 2009, 37(8): 993-998. (WEI Kai, GONG Quan-mei, ZHOU Shun-hua. Ant colony algorithms of long-term uneven settlement prediction in tunnel[J]. Journal of Tongji University(Natural Science), 2009, 37(8): 993-998. (in Chinese))
    [10] 汪小兵, 王如路, 刘建航. 上海软土地层中运营地铁隧道不均匀沉降的治理方法[J]. 上海交通大学学报, 2012, 46(1): 26-31. (WANG Xiao-bing, WANG Ru-lu, LIU Jian-hang. Disposal method of unequal settlement of metro tunnel in operation in Shanghai soft ground[J]. Journal of Shanghai Jiaotong University, 2012, 46(1): 26-31. (in Chinese))
    [11] 侯晓亮, 赵晓豹, 李晓昭, 等. 南京河西地区软土地层特征及工程特性研究[J].地质论评, 2011, 57(4): 600-608. (HOU Xiao-liang, ZHAO Xiao-bao, LI Xiao-zhao, et al. Research on engineering properties of flood plain soft soil in Hexi area, Nanjing[J]. Geological Review, 2011, 57(4): 600-608. (in Chinese))
  • 期刊类型引用(7)

    1. 岳玮琦,顾展飞,苏伟林. 盾构滚刀作用下混凝土材料破碎分形与能耗. 材料科学与工程学报. 2023(06): 995-1000+1010 . 百度学术
    2. 许宇,李兴高,杨益,牟举文,苏伟林. 盾构切刀切削混凝土过程中的动态响应试验. 哈尔滨工业大学学报. 2021(05): 182-189 . 百度学术
    3. 苏伟林,李兴高,许宇,金大龙. 基于HJC模型的盾构刀具切削混凝土数值模拟. 浙江大学学报(工学版). 2020(06): 1106-1114 . 百度学术
    4. 魏世广,蒋敏敏,肖昭然,周长明. 竖向荷载作用下盾构开挖引起的桩身竖向响应分析. 三峡大学学报(自然科学版). 2020(06): 68-72 . 百度学术
    5. 王渭,蒋云鹏. 不同条件下顶管法施工对下穿隧道的作用特性研究. 交通世界. 2019(15): 122-123 . 百度学术
    6. 黄启舒,孟庆生. 公路隧道下穿既有桥梁的施工影响及工程措施研究. 公路与汽运. 2019(05): 144-146 . 百度学术
    7. 郭力,李太杰. 城市桥梁桩基施工对既有盾构隧道的影响研究. 公路工程. 2019(05): 118-122+187 . 百度学术

    其他类型引用(14)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 21
出版历程
  • 收稿日期:  2015-03-25
  • 发布日期:  2015-07-24

目录

    /

    返回文章
    返回