• 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
WANG Shu-guang, MA Ji, ZHANG Dong-gang, LI Qin-rui. Application of center-island retaining method to an excavation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 81-85. DOI: 10.11779/CJGE2014S1014
Citation: WANG Shu-guang, MA Ji, ZHANG Dong-gang, LI Qin-rui. Application of center-island retaining method to an excavation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 81-85. DOI: 10.11779/CJGE2014S1014

Application of center-island retaining method to an excavation

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • They are two ways to add supports to retaining structure, and they are struts and anchors which have their own features and ranges of application. The center-island retaining method can be used, in case the anchors cannot be used and it is not economical if the struts are used. An excavation is 19.11 m deep, and there is a 16-storeys building 6 m to its east. The center-island retaining method is used in order to keep both the excavation stable and the building safe. At first, the earth is excavated with a slope at this part, so the reserved terrace can keep the retaining structure stable and control the additional deformation of the building in allowable range. The major structure is built after earth excavation is finished. The secondary excavation does not start until the major structure is built to ground surface, and three layers of struts and one layer of anchors are set in order to excavate the terrace. In the process of the excavation construction, both the displacement of retaining structure and the settlement of the building are monitored, and both of them are less than the allowable value. The engineering practice illustrates that it is successful to use the center-island method for this excavation.
  • [1]
    GB50007—2011建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2012. (GB50007—2011 Code for design of building foundation[S]. Beijing: China architecture & Building Press, 2012. (in Chinese))
    [2]
    JGJ 120—99建筑基坑支护技术规程[S]. 北京: 中国建筑工业出版社, 2002. (JGJ 120—99 Technical specification for retaining and protection of building foundation excavations[S]. Beijing: China architecture & Building Press, 2002. (in Chinese))
    [3]
    滕延京, 黄熙龄, 王曙光, 等. 建筑地基基础设计规范理解与应用[M]. 2版. 北京: 中国建筑工业出版社, 2012. (TENG Yan-jing, HUAN Xi-ling, WANSH Shu-guang, et al. The anderstanding and application of code for design of building foundation[M]. 2nd ed. Beijing: China Architecture & Building Press, 2002. (in Chinese))
  • Related Articles

    [1]XU Kun, ZHOU Wei, MA Gang, CHANG Xiao-lin, YANG Li-fu. Review of particle breakage simulation based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 880-889. DOI: 10.11779/CJGE201805013
    [2]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [3]DAI Xin, XU wei, ZOU Li, SHEN Qing-feng. Numerical simulation of shafts during excavation process[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 154-157.
    [4]LIU Meng-cheng, GAO Yu-feng, LIU Han-long. Effect of particle breakage on strength and deformation of modeled rockfills[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1691-1800.
    [5]Numerical simulation of 3D hydraulic fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1875-1881.
    [6]Numerical simulation of a new damage rheology model for jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
    [7]KONG Dezhi, ZHANG Bingyin, SUN Xun. Triaxial tests on particle breakage strain of artificial rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 464-469.
    [8]SHI Danda, ZHOU Jian, JIA Mincai, YAN Dongxiao. Numerical simulations of particle breakage property of sand under high pressure 1D compression condition by use of particle flow code[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 736-742.
    [9]LUO Pingping, ZHU Yueming, ZHAO Yongmei, HE Shan. Numerical simulation of grouting in rock mass[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 918-921.
    [10]CHEN Zhonghui, THAM L.G., YEUNG M.R.. Renormalization study and numerical simulation on brittle failure of rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 183-187.

Catalog

    Article views (315) PDF downloads (285) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return