Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 29 Issue 3
Turn off MathJax
Article Contents
Abstract
Related Articles
LI Zao, HUANG Maosong. Analysis of settlement and internal forces of group pile due to tunneling[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 398-402.
Citation: LI Zao, HUANG Maosong. Analysis of settlement and internal forces of group pile due to tunneling[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 398-402.
shu

Analysis of settlement and internal forces of group pile due to tunneling

  • Department of Geotechnical Engineering Tongji University Shanghai 200092 China

More Information
  • Published Date: March 14, 2007
    Abstract
  • A simple analytical two-stages method for determining the settlement and internal forces of group pile caused by tunneling was present here.The Loganathan analytical solution was used to estimate the free soil settlement induced by tunneling in the first stage.In the second stage,composing the soil movement to the pile,the settlement governing equilibrium equation of single pile was built up based on Winkler model.Then the shielding effect due to pile-pile interaction of passive group pile was computed using integral method.Finally the response of passive group pile due to tunneling was obtained.The obtained result was compared with that from FEM and BEM,and good agreement was obtained.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]XIAO Tao, LI Ping, SHAO Sheng-jun. Microstructural evolution of compacted loess during consolidation and shearing[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 99-104. DOI: 10.11779/CJGE2021S1018
    [2]WEI Ya-zhi, YAO Zhi-hua, CHONG Xiao-lei, ZHANG Jian-hua. Microstructural properties of unsaturated Q3 loess and their influence mechanisms on strength properties[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2127-2133. DOI: 10.11779/CJGE202111020
    [3]LIN Hai, ZHANG Ling-ling. Effect of hydration state on shear strength of composite liner with needle-punched GCL[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 219-223. DOI: 10.11779/CJGE2017S1043
    [4]ZHANG Long, CHEN Zheng-han, ZHOU Feng-xi, SUN Shu-guo, HU Sheng-xia, YAO Zhi-hua. Verification of rationality of two stress state variables of unsaturated soil from deformation, moisture change and strength[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 906-915. DOI: 10.11779/CJGE201705015
    [5]WANG Qian, WANG Ping, WANG Jun, ZHONG Xiu-mei, MA Hai-ping, FENG Min-jie. Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 143-147. DOI: 10.11779/CJGE2015S2028
    [6]MA Xiu-ting, SHAO Sheng-jun, YANG Chun-ming, LI Xiao-lin. Experimental research on the strength characteristic of unsaturated structural loess[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 68-75.
    [7]FENG Zhong-ju, CHENG Chao, WANG Ting-wu, LIU Xiao-fei. Effect of microstructural changes of plate-like saline soil on its strength in extremely arid desert area[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1142-1145.
    [8]TONG Zhiyi, CHEN Congxin, XU Jian, ZHANG Gaochao, LU Wei. Selection of shear strength of structural plane based on adhesion friction theory[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1367-1371.
    [9]YANG Heping, ZHANG Rui, ZHENG Jianlong. Variation of deformation and strength of expansive soil during cyclic wetting and drying under loading condition[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1936-1941.
    [10]Zhang Huiming, Zeng Qiaoling. Steady state strength of sand:concepts and experiment[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 95-100.

Catalog

    HUANG Maosong

    • Department of Geotechnical Engineering Tongji University Shanghai 200092 China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1354) PDF downloads (768) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：No.34 Hujuguan, Nanjing 210024, ChinaPostal Code：210024Tel：+86-25-85829534, 85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return