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
MA Qin, ZHOU Ya-jun. Prevention measures for diffraction flows around H-type steel joint of diaphragm wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 233-235. DOI: 10.11779/CJGE2014S2039
Citation: MA Qin, ZHOU Ya-jun. Prevention measures for diffraction flows around H-type steel joint of diaphragm wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 233-235. DOI: 10.11779/CJGE2014S2039
shu

Prevention measures for diffraction flows around H-type steel joint of diaphragm wall

  • Wuhan Geological Survey and Foundation Engineering Co., Ltd., Wuhan 430071, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The reasons and disasters of diffraction flows around H-type steel joints of diaphragm wall are analyzed. Combined with their main measures and shortcomings, a new kind of H-type steel joint for preventing diffraction flows is discussed on the. The rubber capsule is placed on the wall of H-type steel joint, and the grouting pipe is placed in the rubber capsule. Then the rubber capsule is expanded into the cement slurry and closely pastes on the side wall of the diaphragm wall, so as to prevent diffraction flows around the concrete channel. The proposed measures can be used in H-type steel joints and also in locked pipe ones.
    • FullText(HTML)
    • References (3)
  • [1]
    王卫东, 邸国恩, 黄邵铭. 地下连续墙预制接头技术的研究与应用[J]. 地下空间与工程学报, 2007. (WANG Wei-dong, DI Guo-en, HUANG Shao-ming. Underground continuous wall prefabricated joint research and application of technology[J]. Underground Space and Engineering, 2007. (in Chinese))
    [2]
    丛蔼森. 地下连续墙的设计施工与应用[M]. 北京: 中国水利水电出版社, 2001. (CONG Ai-sen. The design and construction of underground continuous wall[M]. Beijing: China Water Power Press, 2001. (in Chinese))
    [3]
    DB 42/T914—2013 地下连续墙施工技术规程[S]. 2014. (DB 42/T914—2013 Underground continuous wall construction Technical Specification[S]. 2014. (in Chinese))
    • Related Articles

  • Related Articles

    [1]WANG Zheng-zhen, GONG Wei-ming, DAI Guo-liang, LIU Xiao-guang, ZHAO Xin-xin, GUO Hui. Nonlinear calculation of earth pressures considering displacement effect[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 244-247. DOI: 10.11779/CJGE2019S2061
    [2]YE Shuai-hua, CHEN Chang-liu, KOU Wei-wei, ZHU Yan-peng. Displacement monitoring and deformation characteristics of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 440-445. DOI: 10.11779/CJGE2014S2076
    [3]LIU Yan, NIE Shu-min, LIU Tao. Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 400-403. DOI: 10.11779/CJGE2014S2070
    [4]YAO Guo-sheng. Application of earth pressure calculation method considering displacement in excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 693-696.
    [5]ZHENG Gang, ZONG Chao, ZENG Chao-feng, DIAO Yu. Deformation of asymmetric foundation pit caused by staged dewatering and excavation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 550-554.
    [6]ZHENG Gang, ZENG Chao-feng. Lateral displacement of diaphragm wall by dewatering of phreatic water before excavation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2153-2163.
    [7]YU Jun, LU Jia, GONG Xiao-nan. Earth pressure on supporting structures of asymmetric excavations considering their displacement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 24-27.
    [8]LIN Hang, CAO Ping, GONG Fengqiang. Analysis of locations and displacement modes of monitoring points in displacement mutation criteria[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1433-1438.
    [9]LIAO Shaoming, YU Yan, CHEN Liang. Ground displacement field calculated from deformation of retaining wall of deep excavation and its effect on adjacent metro tunnel[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 800-803.
    [10]Liu Guobin, Li Wenyong. A method to calculate the displacement of induction joint in the metro station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 195-198.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (287) PDF downloads (633) Cited by()
    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