高级搜索
  • 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

苏州地区大尺度深基坑变形性状实测分析

廖少明, 魏仕锋, 谭勇, 柳骏茜

廖少明, 魏仕锋, 谭勇, 柳骏茜. 苏州地区大尺度深基坑变形性状实测分析[J]. 岩土工程学报, 2015, 37(3): 458-469. DOI: 10.11779/CJGE201503009
引用本文: 廖少明, 魏仕锋, 谭勇, 柳骏茜. 苏州地区大尺度深基坑变形性状实测分析[J]. 岩土工程学报, 2015, 37(3): 458-469. DOI: 10.11779/CJGE201503009
shu
LIAO Shao-ming, WEI Shi-feng, TAN Yong, LIU Jun-xi. Field performance of large-scale deep excavations in Suzhou[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 458-469. DOI: 10.11779/CJGE201503009
Citation: LIAO Shao-ming, WEI Shi-feng, TAN Yong, LIU Jun-xi. Field performance of large-scale deep excavations in Suzhou[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 458-469. DOI: 10.11779/CJGE201503009
shu

苏州地区大尺度深基坑变形性状实测分析  English Version

  • 1. 同济大学地下建筑与工程系,上海 200092; 2. 同济大学岩土及地下工程教育部重点实验室,上海 200092; 3. 广东省建筑设计研究院,广东 广州 510010

基金项目: 国家自然科学基金项目（51378389）; 上海市教育委员会科技创新重点项目（13zz027）
详细信息
    作者简介:

    廖少明(1966- ),男,湖北天门人,博士,教授,主要从事深基坑工程、盾构法隧道设计与施工的教学与科学研究工作。E-mail: liaosm@126.com。

  • 中图分类号: TU470.3

Field performance of large-scale deep excavations in Suzhou

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. Architectural Design and Research Institute of Guangdong Province, Guangzhou 510010, China

摘要

    摘要
  • 摘要: 以苏州广播电视总台现代传媒广场大尺度深基坑（面积为33500 m2）为工程背景,并收集了该地区11个采用钻孔灌注桩围护、顺作法施工的方形基坑（长宽比1.01~2.68）及至少23个采用地下连续墙围护的长条形地铁车站基坑的实测数据,全面地对比分析了苏州地区采用不同挡土结构、不同形状的大尺度深基坑的变形性状。研究结果表明：①方形基坑连续墙最大侧移值（δhm）平均值为0.08%He;地铁车站基坑连续墙δhm平均值为0.20%He;②方形基坑和地铁车站基坑的围护结构最大侧移点埋深（Hm）分别落于（He-10,He+5）和（He-7,He+8）范围内。采用混凝土支撑的基坑的Hm稍小于采用钢支撑的基坑的Hm;③同样采用地下连续墙围护的本工程方形基坑和长条形地铁车站基坑的墙后地表沉降最大值（δvm）的范围分别为（0.01%~0.09%）He和（0.04%~0.27%）He。地铁车站基坑墙后地表沉降影响范围约为4.5He,大于方形基坑墙后地表沉降的影响范围;④本工程方形基坑和地铁车站基坑δvm/δhm的范围分别为0.13~1.07和0.22~1.65;⑤方形基坑和地铁车站基坑的立柱隆起值（δcu）分别为（0.07%~0.26%）He和（0.10%~0.23%）He;⑥大尺度方形基坑和地铁车站基坑表观土压力包络线峰值分别为0.80γHe和0.87γHe,皆出现在开挖面以下（0.21~0.64）He处。采用Terzaghi和Peck及日本土木学会建议的土压力分布模式会显著低估该地区大尺度深基坑表观土压力峰值。
    Abstract: The performance of large-scale deep excavations in Suzhou, China is comprehensively examined based on a great deal of field data, concerining the excavation of Suzhou Modern Media Plaza (SMMP), 11 rectangular excavations (i.e., aspect ratio of length to width is around 1.01~2.68) constructed by the bottom-up method and supported by auger-cast-in-place piles, and at least 23 long and narrow metro station excavations supported by diaphragm walls in the same area reported in literatures. On the basis of the analysis of monitoring data, some major findings are obtained: (1) the average of the maximum lateral wall deflection, δhm, is 0.08%He for the rectangular excavations and 0.20%He for the metro excavations, where He is the excavation depth; (2) the depth Hm, where δhm occurs, falls between Hm = He-10 and Hm = He + 5 for the rectangular excavations and between Hm = He-7 and Hm = He + 8 for the metro excavations. Hm of the excavation propped by steel-reinforced concrete struts is a little smaller than that propped by steel pipe struts; (3) the maximum ground surface settlement, δvm, is around (0.01%~0.09%) He for the rectangular excavation of SMMP supported by diaphragm walls and around (0.04%~0.27%) He for the metro excavations. The ground settlement zone is about 4.5He behind the retaining walls for the metro stations which is larger than that of the rectangular excavations; (4) the ratio of δvm/δhm is around 0.13~1.07 for the excavation of SMMP and around 0.22~1.65 for the metro excavations; (5) the vertical column movement, δcu, is around (0.07%~0.26%) He for the rectangular excavations and around (0.10%~0.23%) He for the
    • HTML全文
    • 参考文献(52)
  • [1] TAN Y, LI M W. Measured performance of a 26 m deep top-down excavation in downtown Shanghai[J]. Canadian Geotechnical Journal, 2011, 48: 704-719.
    [2] LIAO S M, FAN Y Y, SHI Z H, et al. Optimization study on the reconstruction and expansion of an underground rail transit center in Shanghai soft ground[J]. Tunnelling and Underground Space Technology, 2013, 38: 435-446.
    [3] 魏仕锋. 临近深基坑地铁车站结构的安全及保护标准研究[D]. 上海: 同济大学, 2014. (WEI Shi-feng. Investigation on safety and protection criteria of metro stations adjacent to deep excavations[D]. Shanghai: Tongji University, 2014. (in Chinese))
    [4] LIAO S M, LIU J H, WANG R L, et al. Shield tunneling and environment protection in Shanghai soft ground[J]. Tunnelling and Underground Space Technology, 2009, 24(4): 454-465.
    [5] 青二春. 地铁隧道上方大面积卸载下的变形及控制模式研究[D]. 上海: 同济大学, 2007. (QING Er-chun. Research on subway tunnel deformation due to large-scale unloading and its control[D]. Shanghai: Tongji University, 2007. (in Chinese))
    [6] TAN Y, WEI B. Performance of an overexcavated metro station and facilities nearby[J]. Journal of Performance of Constructed Facilities, 2012, 26(3): 241-254.
    [7] WANG J H, XU Z H, WANG W D. Wall and ground movements due to deep excavations in Shanghai soft soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(7): 985-994.
    [8] PENG F L, WANG H L, TAN Y, et al. Field measurements and FEM simulation of a tunnel shaft constructed by pneumatic caisson method in Shanghai soft ground[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137(5): 516-524.
    [9] TAN Y, WEI B. Observed behaviors of a long and deep excavation construction by cut-and-cover technique in Shanghai soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(1): 69-88.
    [10] TAN Y, WANG D L. Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. I: Bottom-up construction of the central cylindrical shaft[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(11): 1875-1893.
    [11] TAN Y, WANG D L. Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. II: Top-down construction of the peripheral rectangular pit[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(11): 1894-1910.
    [12] 武朝军, 陈锦剑, 叶冠林, 等. 苏州地铁车站基坑变形特性分析[J]. 岩土工程学报, 2010, 32(增刊1): 458-462. (WU Chao-jun, CHEN Jin-jian, YE Guan-lin, et al. Deformation characteristics of foundation pits of subway stations in Suzhou[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 458-462. (in Chinese))
    [13] 张德富, 童立元, 刘松玉, 等. 苏州地铁1 号线车站深基坑围护结构变形性状分析[J]. 地下空间与工程学报, 2013, 9(增刊2): 1961-1965. (ZHANG De-fu, TONG Li-yuan, LIU Song-yu, et al. Deformation behavior of support structures of deep excavatons in Suzhou subway line 1[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(S2): 1961-1965. (in Chinese))
    [14] 魏仕锋, 谭 勇, 廖少明, 等. 钱江隧道顺逆结合法深基坑变形性状实测分析[J]. 土木工程学报, 2014, 47(8): 112-119. (WEI Shi-feng, TAN Yong, LIAO Shao-ming, et al. Field measurement of a semi-top-down deep excavation for the shield-launching shaft of Qianjiang tunnel[J]. China Civil Engineering Journal, 2014, 47(8): 112-119. (in Chinese))
    [15] 同济大学建筑设计研究院(集团)有限公司. 苏州广播电视总台现代传媒广场基坑支护开挖设计方案[R]. 上海, 2011. (Architectural Design and Research Institute of Tongji University Co., Ltd. Design of the excavation of Suzhou Modern Media Plaza[R]. Shanghai, 2011. (in Chinese))
    [16] 刘建航. 软土基坑工程中时空效应理论与实践[J]. 岩石力学与工程学报, 1999, 18(增刊): 763-770. (LIU Jian-hang. Time-space-effect theory and practice for excavations in soft clays[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(S0): 763-770. (in Chinese))
    [17] TAN Y, WEI B, ZHOU X, et al. Lessons learned from construction of Shanghai metro stations - Importance of quick excavation, promptly propping, timely casting and segmented construction[J]. Journal of Performance of Constructed Facilities, in press.
    [18] 汪祖民, 马占勇. 苏州国际会展中心深基坑施工安全监测[J]. 地矿测绘, 2003, 19(4): 18-21. (WANG Zu-min, MA Zhan-yong. Construction safety monitoring of deep base pit for international convention & exhibit center in Suzhou[J]. Surveying and Mapping of Geology and Mineral Resources, 2003, 19(4): 18-21. (in Chinese))
    [19] 朱世哲, 杨红亮, 余为东. 搅拌桩中套打灌注桩基坑支护技术研究[J]. 苏州大学学报(工学版), 2010, 30: 236-238. (ZHU Shi-zhe, YANG Hong-liang, YU Wei-dong. Study on the excavation retaining technology of construction of the auger-cast-in-place piles in the mix-in-place columns[J]. Journal of Soochow University (Engineering Science), 2010, 30: 236-238. (in Chinese))
    [20] 王 进, 许 娟. 土体参数对地表沉降影响的数值模拟分析[J]. 苏州科技学院学报(工程技术版), 2012, 25(2): 55-58. (WANG Jin, XU Juan. Numerical simulation analysis of effects of soil parameters on ground settlement[J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2012, 25(2): 55-58. (in Chinese))
    [21] 许 娟, 丁海平. 苏州东方之门基坑工程的变形监测与分析[J]. 岩土工程技术, 2011, 25(1): 32-37. (XU Juan, DING Hai-ping. Monitoring and analyses of the foundation pit deformation for Suzhou Oriental Gate[J]. Geotechnical Engineering Technique, 2011, 25(1): 32-37. (in Chinese))
    [22] 韩树山, 程月红, 陈 赟. 苏州地区某深基坑悬臂双排桩支护技术[J]. 施工技术, 2012, 41(379): 22-25. (HAN Shu-shan, CHENG Yue-hong, CHEN Yun. Double rows of cantilever bored pile retaining technology for a deep foundation in Suzhou[J]. Construction Technology, 2012, 41(379): 22-25. (in Chinese))
    [23] 李苏春, 袁运涛. 苏州凤凰国际书城基坑监测分析[J]. 水文地质工程地质, 2013, 40(1): 129-133. (LI Su-chun, YUAN Yun-tao. Analysis of excavation monitoring for the Phoenix International Bookstore in Suzhou[J]. Hydrogeology & Engineering Geology, 2013, 40(1): 129-133. (in Chinese))
    [24] 袁运涛, 李苏春. 临近地铁车站深基坑开挖综合控制研究[J]. 地下空间与工程学报, 2013, 9(4): 843-847. (YUAN Yun-tao, LI Su-chun. Integrated control of deep excavation nearby the subway station[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(4): 843-847. (in Chinese))
    [25] 吴 洋. 基坑支护的优化设计与应用研究[D]. 南京: 南京大学, 2013. (WU Yang. The foundation pit of the optimization design and application research[D]. Nanjing: Nanjing University, 2013. (in Chinese))
    [26] 李苏春, 袁运涛. 两紧邻基坑支护设计及监测分析[J]. 工业建筑, 2012, 42(10): 89-94. (LI Su-chun, YUAN Yun-tao. Analysis of excavation retaining design and monitoring for two adjacent foundations[J]. Industrial Construction, 2012, 42(10): 89-94. (in Chinese))
    [27] 王晚中, 李为民, 温文富. 苏州某软土深基坑支护设计[J]. 山西建筑, 2011, 37(12): 51-52. (WANG Wan-zhong, LI Wei-min, WEN Wen-fu. Support design of deep foundation pit of a soft soil in Suzhou[J]. Shanxi Architecture, 2011, 37(12): 51-52. (in Chinese))
    [28] 张林元, 周山龙, 徐忠民, 等. 邻近既有轨道交通区间隧道深基坑施工技术研究[J]. 苏州大学学报(工学版), 2012, 32(6): 76-82. (ZHANG Lin-yuan, ZHOU Shan-long, XU Zhong-min, et al. Research on construction technology of deep excavation adjacent to the existing running tunnels of track traffic[J]. Journal of Soochow University (Engineering Science Edition), 2012, 32(6): 76-82. (in Chinese))
    [29] 刘建国. 排桩支护在软土地层超深基坑中的应用[J]. 隧道建设, 2011, 31(2): 215-219, 227. (LIU Jian-guo. Application of soldier pile retaining system in super-deep foundation pit in soft soil[J]. Tunnel Construction, 2011, 31(2): 215-219, 227. (in Chinese))
    [30] 周小华. 苏州轨道交通苏州火车站站结构设计[J]. 水利与建筑工程学报, 2010, 8(4): 150-154. (ZHOU Xiao-hua. Structural design for subway station in Suzhou trace transport[J]. Journal of Water Resources and Architectural Engineering, 2010, 8(4): 150-154. (in Chinese))
    [31] 贾彩虹, 杨国忠, 张雪颖. 苏州地铁超宽超深基坑工程监测与分析[J]. 铁道建筑, 2010(10): 61-65. (JIA Cai-hong, YANG Guo-zhong, ZHANG Xue-ying. Field measurement of an ultra-wide and ultra-deep metro excavation in Suzhou[J]. Railway Engineering, 2010(10): 61-65. (in Chinese))
    [32] 陈 彪. 地铁车站深基坑开挖与支护方案优化的研究[D]. 合肥: 合肥工业大学, 2011. (CHEN Biao. Optimization study on excavating and supporting structure of deep foundation pit in subway station[D]. Hefei: Hefei University of Technology, 2011. (in Chinese))
    [33] 陈 彪, 吕小军, 钱德玲. 数值分析在深大基坑开挖过程中的应用[J]. 工业建筑, 2011, 41(增刊): 465-469. (CHEN Biao, LÜ Xiao-jun, QIAN De-ling. The applications of numerical analysis of oversize & deep excavation[J]. Industrial Construction, 2011, 41(S0): 465-469. (in Chinese))
    [34] 穆永江. 苏州地铁某车站深基坑围护结构监测分析[J]. 石家庄铁道学院学报(自然科学版), 2009, 22(3): 38-43. (MU Yong-jiang. Monitoring analysis on exterior-protected construction of foundation-pit of subway in Suzhou[J]. Journal of Shijiazhuang Railway Institute (Natural Science), 2009, 22(3): 38-43. (in Chinese))
    [35] 陈树杰, 廖振宇. 苏州乐园站深基坑监测分析实例[J]. 铁道勘察, 2010(3): 27-30. (CHEN Shu-jie, LIAO Zhen-yu. A practical example for monitoring and analysis on deep foundation pits at Leyuan station in Suzhou[J]. Railway Investigation and Surveying, 2010(3): 27-30. (in Chinese))
    [36] 李雁艳. 地铁深基坑围护结构设计与施工监测对比分析[J]. 铁道勘测与设计, 2011(5): 82-85. (LI Yan-yan. Design and construction of retaining structures and analysis of field measurements for a deep metro excavation[J]. Railway Survey and Design, 2011(5): 82-85. (in Chinese))
    [37] 陈丽萍. 地铁深基坑围护结构设计与监测数据分析[J]. 铁道勘测与设计, 2010(2): 24-27. (CHEN Li-ping. Design of retaining structures and analysis of field measurements for a deep metro excavation[J]. Railway Survey and Design, 2010(2): 24-27. (in Chinese))
    [38] 李 昂. 软土地区半盖挖地铁车站立柱参数研究[D]. 长春: 吉林建筑工程学院, 2012. (LI Ang. Parameters research of column in subway station excavated by semi-top-down method with soft soil area[D]. Changchun: Jilin Jianzhu University, 2012. (in Chinese))
    [39] 娄承滨, 施 毅, 童立元. 苏州地铁某车站深基坑变形及支撑轴力规律研究[J]. 徐州工程学院学报(自然科学版), 2009, 24(增刊): 107-109, 115. (LOU C heng-bin, SHI Yi, TONG Li-yuan. Study on the deformations and the law of the axial strut forces of a metro station excavation in Suzhou[J]. Journal of Xuzhou Institute of Technology (Natural Science), 2009, 24(S0): 107-109. (in Chinese))
    [40] 燕喜军, 朱炎兵. 考虑时空效应的软土地区基坑变形分析[J]. 铁道勘测与设计, 2012(1): 54-58. (YAN Xi-jun, ZHU Yan-bing. Deformation behaviors of an excavation in soft clays considering the time-space-effect[J]. Railway Survey and Design, 2012(1): 54-58. (in Chinese))
    [41] 王 强, 刘松玉, 童立元, 等. 多支撑地下连续墙动态开挖过程中 m 值反分析[J]. 东南大学学报(自然科学版), 2011, 41(2): 352-358. (WANG Qiang, LIU Song-yu, TONG Li-yuan, et al. Back-analysis of m value of multi-braced slurry wall in staged excavation[J]. Journal of Southeast University (Natural Science), 2011, 41(2): 352-358. (in Chinese))
    [42] 徐修发. 苏州地铁车站深基坑工程的监测与分析[J]. 科技情报开发与经济, 2009, 19(12): 206-208. (XU Xiu-fa. The monitoring of and analysis on the deep excavation of Suzhou tube station[J]. Sci-tech Information Development & Economy, 2009, 19(12): 206-208. (in Chinese))
    [43] OU C Y, HSIEH P G, CHIOU D C. Characteristics of ground surface settlement during excavation[J]. Canadian Geotechnical Journal, 1993, 30(5): 758-767.
    [44] 周小华. 苏州轨道交通1号线深基坑围护结构设计的思考[J]. 水利与建筑工程学报, 2010, 8(4): 166-168, 208. (ZHOU Xiao-hua. Design idea for deep excavation bracing structure in No.1 line of Suzhou Trace transport[J]. Journal of Water Resources and Architectural Engineering, 2010, 8(4): 166-168, 208. (in Chinese))
    [45] MOORMANN C. Analysis of wall and ground movements due to deep excavation in soft soils based on a new worldwide database[J]. Soils and Foundations, 2004, 44(1): 87-98.
    [46] CLOUGH G W, SMITH E M, SWEENEY B P. Movement control of excavation support system by iterative design[C]// Proc Foundation Engineering: Current Principals and Practices, ASCE. New York, 1989: 869-884.
    [47] CLOUGH G W, O’ROURKE T D. Construction induced movements of in situ walls[M]. Reston: Geotechnical Special Publication, Design and Performance of Earth Retaining Structures (GSP 25), ASCE, 1990: 439-470.
    [48] LONG M. Database for retaining wall and ground movements due to deep excavations[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(3): 203-224.
    [49] PECK R B. Deep excavations & tunneling in soft ground. State-of-the-art-report[C]// Proc 7th Int Conf on Soil Mechanics and Foundation Engineering, International Society for Soil mechanics and Geotechnical Engineering. Mexico, 1969: 225-290.
    [50] HASHASH Y M A, OSOULI A, MARULANDA C. Central artery/tunnel project excavation induced ground deformations[J]. Journal of Geotechnical and Geoen- vironmental Engineering, 2008, 134(9): 1399-1406.
    [51] HSIEH P G, OU C Y. Shape of ground surface settlement profiles caused by excavation[J]. Canadian Geotechnical Journal, 1998, 35(6): 1004-1017.
    [52] TERZAGHI, K, PECK, R B. Soil mechanics in engineering practice[M]. 2nd ed. New York: Wiley, 1967.
    • 相关文章
    • 施引文献(9)

  • 期刊类型引用(2)

    1. 谢虎，杨占杰，张伟，何超林，谢型浪，马海鑫. 基于混合蝙蝠算法的高比例风电电力系统调度方法. 可再生能源. 2023(06): 804-809 . 百度学术
    2. 蔡清池，谢汉康，余剑毅. 基于固结实验推求先期固结压力合理性研究. 江科学术研究. 2020(03): 31-35 . 百度学术

    其他类型引用(7)

    • 资源附件(0)
计量
  • 文章访问数:  793
  • HTML全文浏览量:  17
  • PDF下载量:  29535
  • 被引次数: 9
出版历程
  • 收稿日期:  2014-07-13
  • 发布日期:  2015-03-23

目录

摘要
HTML全文
    参考文献(52)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn