• 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 Zhongwei, LIU Guobin, WANG Xudong, ZAI Jinmin. Study on the deformation of a deep metro excavation under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1263-1266.
Citation: WANG Zhongwei, LIU Guobin, WANG Xudong, ZAI Jinmin. Study on the deformation of a deep metro excavation under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1263-1266.

Study on the deformation of a deep metro excavation under complex environment

More Information
  • Published Date: October 15, 2006
  • A 15.5-m-deep multi-strutted metro excavation in Shanghai soft clays was monitored.It was found that relatively small wall deflections and ground settlements were measured as compared with similar case histories worldwide,and no significant space effect existed.The reason was probably because of the use of short excavation section,application of compaction grouting for improving ground conditions and the use of active pre-stress steel struts based on the theory of time-space effect.Based on soil volume change and square root time method,time-dependant soil deformation was studied during curing period of middle-slab concrete.It was pointed out that the settlement was attributed to the primary consolidation as well as creep effects.
  • Related Articles

    [1]HAN Hong-xing, CHEN-Wei, QIU Zi-feng, FU Xu-dong. Numerical simulation of two-dimensional particle flow in broken rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 234-239. DOI: 10.11779/CJGE2016S2038
    [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]GE Shi-ping, XIE Dong-wu, DING Wen-qi, OUYANG Wen-biao. Simplified numerical simulation method for segment joints of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1600-1605.
    [4]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.
    [5]Numerical simulation of 3D hydraulic fracturing process[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1875-1881.
    [6]LUO Pingping, CHEN Lei, ZOU Zhengsheng. Numerical simulation of grouting in space fracture network of rock mass[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1844-1848.
    [7]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.
    [8]LIANG Weiguo, ZHAO Yangsheng, LI Zhiping. The coupled mathematical model and numerical simulation of hydraulic fracturing and dissolving in rock salt[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 427-430.
    [9]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.
    [10]CHEN Zhonghui, L.G.Tham, M.R.Yeung. Numerical simulation of damage and failure of rocks under different confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 576-580.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return