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 19 Issue 4
Turn off MathJax
Article Contents
Abstract
Related Articles
Zhang Lianghui, Xiong Houjin, Zhang Qing. Analytical Solution for Displacements of Elasto Viscoplastic Ground Around Tunnel[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(4): 66-72.
Citation: Zhang Lianghui, Xiong Houjin, Zhang Qing. Analytical Solution for Displacements of Elasto Viscoplastic Ground Around Tunnel[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(4): 66-72.
shu

Analytical Solution for Displacements of Elasto Viscoplastic Ground Around Tunnel

  • Guangzhou Institute of Chemistry Academia Sinica Guangzhou 510650 Dept. of Civil Engineering Northern Jiaotong Uviversity Beijing 100044

More Information
  • Published Date: July 24, 1997
    Abstract
  • An analytical Solution for the displacements of elasto viscoplastic ground around the circular tunnel is presented, which can not only reflect the effects of dilatancy and plastic softening on displacements, but also take account of the creep property of the ground. The solution is verified by comparing the calculated displacements with the measured ones in the section of unsupported rock at Kielder experimental tunnel.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LI Xiao-mei, WANG Fang, HAN Lin, GUAN Yun-fei. Experimental study on creep properties of coral sand[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2124-2130. DOI: 10.11779/CJGE202011018
    [2]ZHU Qing-qing, MIAO Qiang-qiang, CHEN Zheng-han, YAO Zhi-hua, ZHANG Jun-hao. Elastoplastic dilatancy relations of unsaturated clayey sand[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 65-72. DOI: 10.11779/CJGE2018S1011
    [3]YAO Yang-ping, FANG Yu-fei. Properties of negative creep and its constitutive model for soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1759-1765. DOI: 10.11779/CJGE201810001
    [4]CHEN Cheng, ZHOU Zheng-ming. Nonlinear elastic model for soils incorporating both dilatancy and strain softening[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 39-43.
    [5]LEI Guo-hui, CHEN Jing-jing. Microscopic understanding of dilatancy in cohesionless soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1333-1339.
    [6]ZHANG Chang-guang, ZHANG Qing-he, ZHAO Jun-hai. Analytical solutions of hydraulic tunnels considering strain softening, shear dilation and seepage[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1941-1946.
    [7]DENG Chujian, ZHENG Yingren, WANG Kai, GAO Fei. Some discussion on the dilatancy of geotechnical materials[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1110-1114.
    [8]ZHAN Liangtong, NG Charles W W. Effect of suction on shear strength and dilatancy of an unsaturated expansive clay[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 82-87.
    [9]FAN Qingzhong, GAO Yanfa. Experimental study on creep properties of rocks under stepwise loading[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 38-41.
    [10]Guo Xiling, Hu Hui, Bao Chenggang. Experimental Studies of the Effects of Grain Breakage on the Dilatancy and Shear Strength of Rock Fill[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 86-91.

Catalog

    Zhang Qing

    • Guangzhou Institute of Chemistry Academia Sinica Guangzhou 510650 Dept. of Civil Engineering Northern Jiaotong Uviversity Beijing 100044

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1104) PDF downloads (397) 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：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return