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 zk1
Turn off MathJax
Article Contents
Abstract
References
WU Xi-chen, XU Yang-qing. Application of concentric circular strut system in large deep excavations under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 72-76. DOI: 10.11779/CJGE2014S1012
Citation: WU Xi-chen, XU Yang-qing. Application of concentric circular strut system in large deep excavations under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 72-76. DOI: 10.11779/CJGE2014S1012
shu

Application of concentric circular strut system in large deep excavations under complex environment

  • Wuhan Design and Research Institute of Sinocoal International Engineering Group, Wuhan 430064, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • A foundation pit located within the safety protection control line of Wuhan Yangtze River tunnel is taken as an example. The internal forces, displacements and other technical indices of single circular strut and concentric circular strut are comparatively analyzed. The calculated results show that the concentric circular strut can effectively share the axial forces. It has more reasonable structural stress, higher overall stability and supporting stiffness. It can effectively control the adverse influences of Wuhan Yangtze River tunnel and the surrounding building during the excavation of the foundation pit. Great economic and social benefits are achieved.
    • FullText(HTML)
    • References (3)
  • [1]
    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]. Beijing: China Architecture and Building Press, 2009. (in Chinese))
    [2]
    刘益平. 大直径双环梁基坑支护体系设计与优化[J]. 岩土工程学报, 2010, 32(增刊1): 219-222. (LIU Yi-ping. Design and optimization of double large-diameter arched beam support system in foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 219-222. (in Chinese))
    [3]
    尹 骥, 管 飞, 李象范. 直径210 m超大圆环支撑基坑设计分析[J]. 岩土工程学报, 2006, 28(增刊): 1596-1599. (YIN Ji, GUAN Fei, LI Xiang-fan. Design and analysis of a 210 m-diameter circular strutted foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S0): 1596-1599. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(7)

    1. 向成兵. 基于数值模拟的碾压混凝土重力坝坝体开裂原因研究. 水利科技与经济. 2025(01): 64-70 .
    2. 张春顺，林正鸿，杨典森，陈嘉瑞. 考虑初始级配影响的粗粒土非线性弹性模型研究. 岩土力学. 2025(03): 750-760 .
    3. 蔡新合，陈子玉，李国英. 考虑颗粒破碎能耗的堆石料剪胀方程及其应用. 水利水运工程学报. 2024(03): 127-135 .
    4. 庞元恩，石国栋，段煜，姚敏，吉浩泽，罗鸣，李茂彪，李旭. 基于搜索分析深度学习网络(SaNet)的粗粒土级配识别. 岩土工程学报. 2024(09): 1984-1993 . 本站查看
    5. 卢斌，郑雪玉，吴修锋，谢兴华，李艳伟，王照英. 特高堆石坝砾石土心墙非均质缺陷对渗流场影响分析. 水电与抽水蓄能. 2023(03): 22-25+39 .
    6. 熊治茗，杜俊，杨志全，沈兴刚. 筑坝堆石料三轴剪切特性及变形破坏试验研究. 水利与建筑工程学报. 2023(06): 107-113 .
    7. 王明昌. 高砾石土心墙堆石坝过渡料爆破直采技术分析. 新型工业化. 2022(11): 132-135 .

    Other cited types(4)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(11)
    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