Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 36 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIANG Zhi-rong, CHEN Ying, HUANG Kai-yong. Design practice and monitoring analysis of deep excavations adjacent to protective historic buildings[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 483-488. DOI: 10.11779/CJGE2014S2084
Citation: LIANG Zhi-rong, CHEN Ying, HUANG Kai-yong. Design practice and monitoring analysis of deep excavations adjacent to protective historic buildings[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 483-488. DOI: 10.11779/CJGE2014S2084
shu

Design practice and monitoring analysis of deep excavations adjacent to protective historic buildings

  • Shanghai Shen Yuan Geotechnical Engineering Co., Ltd., Shanghai 200040, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The project overview of underground 3-story deep excavation located at No.33 on the Bund source in Shanghai is introduced. According to its properties of large scale, complex surroundings, unfavorable geological conditions and urgent schedule, pre-protection measures are taken for the protective historic buildings and ancient trees. The top-down method and pipe roof method are applied when measures such as joint strengthening and temporary bracing are adopted. Excellent engineering effects are achieved. The analysis results of the monitoring data may provide reference for similar projects in future.
    • FullText(HTML)
    • References (5)
  • [1]
    刘 征. 临近历史保护建筑的深基坑设计与施工[J]. 地下空间与工程学报, 2009, 5(S2): 1653-1659. (LIU Zheng. Design and construction of deep excavations adjacent to conserved historical buildings[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(S2): 1653-1659. (in Chinese))
    [2]
    钟 铮, 许 亮, 王祺国, 等. 紧邻保护建筑的深基坑逆作法设计与实践[J]. 岩土工程学报, 2010, 32(S1): 249-255. (ZHONG Zheng, XU Liang, WANG Guo-qi, et al. Design and practice of top-down method in deep foundation pits very close to protected buildings[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 249-255. (in Chinese))
    [3]
    黄茂松, 朱晓宇, 张陈蓉. 基于周边既有建筑物承载能力的基坑变形控制标准[J]. 岩石力学与工程学报, 2012, 31(11): 2305-2311. (HUANG Mao-song,ZHU Xiao-yu,ZHANG Chen-rong. Deformation controlling criterion for excavation based on bearing capacity of adjacent buildings[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2305-2311. (in Chinese))
    [4]
    丁勇春, 程泽坤, 王建华, 等. 深基坑施工对历史建筑的变形影响及控制研究[J]. 岩土工程学报, 2012, 34(增刊): 644-648. (DING Yong-chun, CHENG Ze-kun, WANG Jian-hua, et al. Influence of deep excavation on deformation and control of adjacent historical building[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 644-648. (in Chinese))
    [5]
    应宏伟, 李 涛, 杨永文, 等. 深基坑隔断墙保护邻近建筑物的效果与工程应用分析[J]. 岩土工程学报, 2011, 33(7): 1123-1129. (YING Hong-wei, LI Tao, YANG Yong-wen, et al. Effect and application of partition walls in protecting adjacent buildings from deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1123-1129. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Cheng-wei, LIANG Zhi-rong, WEI Xiang, WANG Guo-cui. Application of CSM method in control of confined groundwater of deep excavations in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 125-128. DOI: 10.11779/CJGE2019S2032
    [2]YING Hong-wei, WANG Xiao-gang, GUO Yue, HU Ya-yuan, YANG Xue-lin. Three-dimensional m method for retaining structures and its application for top-down construction of excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 37-40. DOI: 10.11779/CJGE2019S1010
    [3]LIU Yi, LI Jing-pei, CHEN Wei. Key construction techniques for oversized excavation pits using top-down method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 489-494.
    [4]XIE Xiao-lin, ZHAI Jie-qun, ZHANG Yu, YANG Ke, GUO Xiao-hang, JIA Jian. Design and practice of top-down method for large-scale podiumbasement excavation of Shanghai Tower[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 744-749.
    [5]WANG Zhi-hong. Design of deep excavation of Pingleyuan Station of Beijing Metro using covering top-down method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 699-704.
    [6]LI Ming-guang, XU An-jun, DONG Feng, CHEN Jin-jian, WANG Jian-hua. Influences of efficient transport technology of earthwork on operating railways and deformation of excavations using top-down method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 134-138.
    [7]YUAN Xiang, SUN Yuyong, GONG Quanmei, ZHOU Shunhua. Deformation control of large and deep foundation pit of Shanghai Expo axis by use of top-down construction method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1127-1132.
    [8]ZHOU Xisheng, CHEN Yukang, ZHANG Wei. Design and practice of SMW top-down construction method in deep pit[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 511-515.
    [9]YING Hongwei, WANG Kuihua, XIE Kanghe, PAN Qiuyuan, CHEN Zhonglin. Design and monitoring of deep excavation with semi-top-down method in Hangzhou Jiebai commercial building[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 79-83.
    [10]LUO Furong, GUO Bin. Construction technology of “tunneling and top-down method” at west Tian’anmen station in metro of Beijing[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 75-78.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (267) PDF downloads (284) Cited by()
    Related
    Website 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