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 36 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XU Fei, WANG Wei-ming, ZHANG Qian-qing, LI Shu-cai, LI Li-ping, LIU Hong-liang, ZHANG Qian. Monitoring analysis of super large and deep foundation pit in alluvial plain of Yellow River[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 471-478. DOI: 10.11779/CJGE2014S2082
Citation: XU Fei, WANG Wei-ming, ZHANG Qian-qing, LI Shu-cai, LI Li-ping, LIU Hong-liang, ZHANG Qian. Monitoring analysis of super large and deep foundation pit in alluvial plain of Yellow River[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 471-478. DOI: 10.11779/CJGE2014S2082
shu

Monitoring analysis of super large and deep foundation pit in alluvial plain of Yellow River

  • 1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China;
    2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China;
    3. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;
    4. State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining &
    Technology, Xuzhou 221116, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • A foundation pit with excavation zone of 271 m×192 m and excavation depth of 18.7 m~19.5 m is monitored during excavation. The foundation pit is located in the alluvial plain of the Yellow River and supported by soil nailings, bored piles and prestressed anchor cables. Based on the monitoring results, the variation of deformation of retaining structures, ground settlement and anchor cable force are analyzed. It can be concluded that the horizontal displacement and the location of the maximum horizontal displacement of retaining piles increase with the increasing excavation depth. The longitudinal ground settlement has a saddle-shaped distribution. The maximum ground settlement appears in the middle zone of excavation, and the value of pit corner settlement is about 33.9% times that of the middle zone settlement in the longitudinal direction of pit. The longitudinal surface settlement trench is wider than the pit. Moreover, the value of the anchor cable force dynamically varies with the excavation depth. The value of the upper anchor first decreases, then slowly increases, and tends to be stable after the lower anchor is completed. The influences of the anchoring effect caused by drilling bore hole of anchor and high pressure grouting can not be ignored.
    • FullText(HTML)
    • References (13)
  • [1]
    蒋 冲, 周科平, 胡毅夫. 深圳平安金融中心基坑围护结构变形监测分析[J]. 岩石力学与工程学报, 2012, 31(增刊1): 3383-3389. (JIANG Chong, ZHOU Ke-ping, HU Yi-fu. Deformation monitoring and analysis of retaining structure infoundation pit of Ping’an financial center in Shenzhen[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S1): 3483-3489. (in Chinese))
    [2]
    水伟厚, 李 广, 李国章, 等. 上海浦东国际机场二期登机长廊基坑监测分析[J]. 岩土工程学报, 2007, 28(增刊1): 1819-1822. (SHUI Wei-hou, LI Guang, LI Guo-zhang, et a1. Excavation monitoring of Shanghai Pudong International Air port[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S1): 1819-1822. (in Chinese))
    [3]
    任永忠, 朱彦鹏, 周 勇. 兰州市某深基坑支护设计及监测研究分析[J]. 岩土工程学报, 2012, 34(增刊1): 705-710. (REN Yong-zhong, ZHU Yan-peng, ZHOU Yong. Design and monitoring of bracings for a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S1): 705-710. (in Chinese))
    [4]
    王 源, 刘松玉, 谭跃虎, 等. 南京长江隧道浦口深基坑信息化施工与分析[J]. 岩土工程学报, 2009, 31(11): 1784-1791. (WANG Yuan, LIU Song-yu, TAN Yue-hu, et al. Analysis and information construction of Pukou deep foundation pit of Nanjing Yangtze River tunnel[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1784-1791. (in Chinese))
    [5]
    覃卫民, 张照仪, 王 浩, 等. 武汉团结小区商住楼工程基坑施工监测分析[J]. 岩土工程学报, 2006, 28(增刊1): 1830-1833. (QIN Wei-min, ZHANG Zhao-yi, WANG Hao, et al. Analysis of excavation monitoring for Tuanjie building in Wuhan[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S1): 1830-1833. (in Chinese))
    [6]
    高华东. 北京某深基坑开挖监测实例[J]. 岩土工程学报,2006, 28(增刊1): 1853-1857. (GAO Hua-dong. Monitoring of a deep excavation in Beijing[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S1): 1853-1857. (in Chinese))
    [7]
    刘国彬, 刘登攀, 刘丽雯, 等. 基坑坑底施工阶段围护墙变形监测分析[J]. 岩石力学与工程学报, 2007, 26(增刊2): 4386-4394. (LIU Guo-bin, LIU Deng-pan, LIU Li-wen, et al. Monitoring and analysis of lateral deformation of retaining wall during bottom excavation in deep pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S2): 4386-4394. (in Chinese))
    [8]
    孙 凯, 许振刚, 刘庭金,等. 深基坑的施工监测及其数值模拟分析[J]. 岩石力学与工程学报, 2004, 23(2): 293-298. (SUN Kai, XU Zhen-gang, LIU Ting-jin, et a1. Construction monitoring and numerical smiulation foundation of a analysis pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(2): 293-298. (in Chinese))
    [9]
    安关峰, 宋二祥. 广州地铁琶州塔站工程基坑监测分析[J]. 岩土工程学报, 2005, 27(3): 333-337. (AN Guan-feng, SONG Er-xiang. The analysis of excavation monitoring for the Pazhouta subway station in Guangzhou[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 333-337. (in Chinese))
    [10]
    周香莲, 王建华, 黄 鑫. 宁波北仑电厂二期循环水泵房基坑支护与监测[J]. 岩土力学, 2002, 23(1): 120-123. (ZHOU Xiang-lian, WANG Jian-hua, HUANG Xin. Supporting and monitoring deep excavation of the phase II pump-station of circulation water of Beilun in Ningbo[J]. Rock and Soil Mechanics, 2002, 23(1): 120-123. (in Chinese))
    [11]
    应宏伟, 杨永文. 杭州深厚软黏土中某深大基坑的性状研究[J]. 岩土工程学报, 2011, 33(12): 1838-1846. (YING Hong-wei, YANG Yong-wen. Characteristics of a large and deep soft clay excavation in Hangzhou[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1838-1846. (in Chinese))
    [12]
    郑俊杰, 章荣军, 丁烈云, 等. 基坑被动区加固的位移控制效果及参数分析[J]. 岩石力学与工程学报, 2010, 29(5): 1042-1051. (ZHENG Jun-jie, ZHANG Rong-jun, DING Lie-yun, et al. Displacement control effects and parameter analysis of passive zone improvement of foundation pits[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 1042-1051. (in Chinese))
    [13]
    MANA A I, CLOUGH G W. Prediction of movements for braced cuts in clay[J]. Journal of the Geotechnical Engineering Division, 1981, 107(6): 759-777.
    • Related Articles

  • Related Articles

    [1]YING Hongwei, XIONG Yifan, LI Binghe, LÜ Wei, CHENG Kang, ZHANG Jinhong. Time-dependent solution for ground settlement induced by excavation in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2041-2050. DOI: 10.11779/CJGE20230727
    [2]WANG Shu-hong, ZHU Bao-qiang. Time series prediction for ground settlement in portal section of mountain tunnels[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 813-821. DOI: 10.11779/CJGE202105004
    [3]FAN Gang, ZHANG Jian-jing, FU Xiao, WU Jin-biao, TIAN Hua. Axial force of anchor cables in slope reinforced by double-row anti-slide piles and pre-stressed anchor cables[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1095-1103. DOI: 10.11779/CJGE201606017
    [4]WANG Rui, CAO Wei, BRANDENBERG Scott. Method for calculating axial force and settlement of pile foundation in consolidating and reconsolidating ground[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 512-518. DOI: 10.11779/CJGE201503015
    [5]GUO Jian, ZHA Lü-ying, PANG You-chao, SHEN Shuang-shuang, XIA Peng. Prediction for ground settlement of deep excavations based on wavelet analysis[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 343-347. DOI: 10.11779/CJGE2014S2060
    [6]HUANG Min, LIU Xiao-li. Ground settlement induced by excavation of pile-anchor retainingfoundation pits in soil-rock mixed areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 571-575.
    [7]HAN Kan, LI Deng-ke, WU Guan-zhong. Pull-out tests on anchoring force of prestressed anchor cables[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 385-387.
    [8]WANG Guo-cai, MA Da-jun, YANG Yang, ZHANG Jie. 3-D finite element analysis of ground settlement caused by shield construction of metro tunnels in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 266-270.
    [9]WANG Wei-dong, XU Zhong-hua, WANG Jian-hua. Statistical analysis of characteristics of ground surface settlement caused by deep excavations in Shanghai soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1659-1666.
    [10]ZHANG Zhong-miao, LIN Cun-gang, WU Shi-ming, LIU Guan-shui, WANG Cheng-shan, XIE Wen-bin. Analysis and control of ground settlement of embankments in construction of cross-river shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 977.
    • Supplements (0)

  • Cited by

    Periodical cited type(8)

    1. 刘华仁，佟大威，余佳，苏哲. 基于模糊聚类和随机子空间的高土石坝模态参数自动识别. 水力发电学报. 2025(02): 107-115 .
    2. 蔡正银，范开放，朱洵. 基于现场试验的海上筒型基础风电结构动力特性研究. 岩土工程学报. 2025(03): 443-452 . 本站查看
    3. 张翰，张锋，谭尧升，姚孟迪，邓检华. 基于运行时模态分析和代理模型的大坝力学参数反演方法. 粉煤灰综合利用. 2025(01): 163-166 .
    4. 张晓明，谭蓉，贺育明，强继峰，孙森林，张朝军，梁刚. 基于时频域信号特征的输电塔运行模态分析. 电网与清洁能源. 2025(03): 46-52+59 .
    5. 王晓澎，张浩，李欣，肖森，刘璇. 基于随机子空间法的滑动轴承运行模态参数识别. 噪声与振动控制. 2024(01): 126-133 .
    6. 樊圆，卢文胜，虞终军，任祥香. 多次地震作用下高层建筑结构动力特性识别和响应分析. 建筑结构学报. 2023(01): 225-234 .
    7. 翟世龙，刘萍，黄静，艾萨·伊斯马伊力，毛玉剑. 基于大坝地震反应台阵的土石坝模态参数识别. 内陆地震. 2023(04): 353-361 .
    8. 黄嘉思，徐文城，段元锋，章红梅. 基于随机子空间方法的向量式有限元索网模型模态识别. 结构工程师. 2022(06): 1-6 .

    Other cited types(7)

Catalog

    Get Citation
    PDF
    XML
    Article views (317) PDF downloads (329) Cited by(15)
    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