• 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
LIANG Zhi-rong, WEI Xiang, ZHAO Jun, TAO Guo-xiong. Design and practice of roundabout method for large-scale deep excavations in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 155-159. DOI: 10.11779/CJGE2014S1027
Citation: LIANG Zhi-rong, WEI Xiang, ZHAO Jun, TAO Guo-xiong. Design and practice of roundabout method for large-scale deep excavations in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 155-159. DOI: 10.11779/CJGE2014S1027

Design and practice of roundabout method for large-scale deep excavations in soft soils

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • Based on the case of bracing structures for excavation of Dongfangwanguo Enterprise Centre in Shanghai, a new set of design and construction method, roundabout method is introduced. The construction period is greatly reduced by using the method, and the project cost is also controlled by reducing a great amount of temporary bracing structures in the excavation. This new technique is able to effectively control the displacement of bracing structural system in deep soft soils. The field monitoring data show that there is no oversized displacement and leakage in the deep excavation, and subsequently the safety of the adjacent structures is ensured. This successful case may provide some useful reference for the design of similar projects.
  • [1]
    屠毓敏, 阮长青. 温州大剧院深基坑支护技术[J].岩土工程学报, 2006, 28(1): 59-62.(TU Yu-min, RUAN Chang-qing. Protecting technique for deep excavation of Wenzhou Grand Theatre[J]. Chinese Journal of Geotechnical, 2006, 28(1): 59-62. (in Chinese))
    [2]
    曾进群,杨光华. 复杂环境下多种支护型式共用的基坑设计实例[J]. 岩土工程学报, 2006, 24(增刊): 1573-1576. (ZENG Jin-qun, YANG Guang-hua. Design of foundation excavations with complex surroundings by use of many types of retaining and protections[J]. Chinese Journal of Geotechnical, 2006, 24(S0): 1573-1576. (in Chinese))
    [3]
    翁其平, 王卫东. 软土中超大面积深基坑逆作法设计与实践[J]. 地下空间与工程学报, 2005, 1(4): 587-590. (WENG Qi-ping,WANG Wei-dong. Design and practice of a super large excavation using top-down method in soft deposit[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 587-590. (in Chinese))
    [4]
    于家堡金融区起步区一期基坑支护结构设计[R]. 上海: 华东建筑设计研究院有限公司, 2009. (Excavations support scheme of the first phase project of Yujiabao Financial initial district[R]. East China Architectural Design & Research Institute Co Ltd, 2009. (in Chinese))
    [5]
    吴铭炳. 软土地基深基坑支护中的土压力[J]. 工程勘察, 1999(2): 15-17. (WU Ming-bing. The soil pressure of the deep foundation-pit retaining of soft soil[J]. Geotechnical Investigation and Surveying, 1999(2): 15-17. (in Chinese))
    [6]
    顾倩燕, 朱宪辉. 超大直径圆形薄壁地下连续墙围护结构研究[J]. 地下空间与工程学报, 2005, 1(4): 534-537. (GU Qian-yan, ZHU Xian-hui. Research on self-sustaining retaining structure with circular thin shell diaphragm wall of super large diameter[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 534-537. (in Chinese))
    [7]
    DG/TJ08—61—2010, J11577—2010基坑工程技术规范[S]. 2010. (DG/TJ08—61—2010, J11577—2010 Technical code for excavation engineering[S]. 2010. (in Chinese))
    [8]
    刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Excavation engineering handbook[M]. 2nd ed. Beijing: China Architecture & Building Press, 2009. (in Chinese))

Catalog

    Article views (281) PDF downloads (214) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return