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 12 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Chen Xulu, Huang Hongcong, Liu Yuhua. Research on Shaft No.1 of the Yan’an Donglu Tunnel[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(5): 17-29.
Citation: Chen Xulu, Huang Hongcong, Liu Yuhua. Research on Shaft No.1 of the Yan’an Donglu Tunnel[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(5): 17-29.
shu

Research on Shaft No.1 of the Yan’an Donglu Tunnel

  • Shanghai Tunnel Engineering Design Institute

More Information
  • Published Date: September 19, 1990
    Graphical Abstract
    • Abstract
  • The 2261m long Yanan Donglu tunnel is the second one that crosses the Huang Pu River, Shanghai with the shield 11.26m in diameter. Shaft No.1 with 28m in diameter and 30m in depth located in the centre area of Shanghai, and was built on soft clay foundation using diaphragming method with excavation depth of 18.7m. Since problems remained both in design and construction for this kind of large shafts, some research works have been done, including the instrumentation for monitoring in the field, tests of the centrifuge model and special geotechnical tests for analyses and calculation.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHU Jun, CHEN Shaobo, YING Xu, ZHOU You, ZHANG Siyu. Experimental study on comparison of consolidation creep characteristics between silty sand and silty soil[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 82-86. DOI: 10.11779/CJGE2024S20005
    [2]CAO Rui-lang, WANG Yu-jie, ZHAO Yu-fei, WANG Xiao-gang, HE Sun-wen, PENG Lin-jun. In-situ tests on quantitative evaluation of rock mass integrity based on drilling process index[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(4): 679-687. DOI: 10.11779/CJGE202104010
    [3]XU Cheng-shun, WANG Xin, DU Xiu-li, DAI Fu-chu, WANG Guo-sheng, GAO Yan. Experimental study on residual strength and index of shear strength characteristics of different clay soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 436-443. DOI: 10.11779/CJGE201703006
    [4]LI Lei, XU Fei, ZHOU Ling-jun, BIAN Bo, ZHANG Chun-lei. Compression characteristics of solidified sewage sludge[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 171-176. DOI: 10.11779/CJGE201501021
    [5]WANG Jing, LIU Han-bing, WU Chun-li, QU Xiao-long. Influence of freeze-thaw cycles on dynamic characteristics of subgrade soils with different plasticity indices[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 633-639. DOI: 10.11779/CJGE201404006
    [6]JIN Yin-fu, ZHANG Ai-jun, YIN Zhen-yu, ZHU Qi-yin, WANG Jian-hua. One-dimensional compressibility of soft clay related to clay minerals[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 131-136.
    [7]Theory of geotechnical strain hardening index and its rationale from fractional order calculus[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
    [8]ZHU Chunpeng, LIU Hanlong, ZHANG Xiaolu. Laboratory tests on compression characteristics of soil polluted by acid and alkali[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(10): 1477-1483.
    [9]GAO Yanbin, ZHU Hehua, YE Guanbao, XU Chao. The investigation of the coefficient of secondary compression Ca in od ometer tests[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 459-463.
    [10]ZHANG Huiming, XU Yusheng, ZENG Qiaoling. Deformation behavior of Shenzhen soft clay and post-construction settlement[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 509-514.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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