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 22 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
Citation: Su Chao, Jiang Hongdao, Tan Enhui. An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 186-189.
shu

An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation

  • College of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 College of Civil Engineering Hohai University Nanjing 210098 Nanjing Institute of Municipal

More Information
  • Published Date: March 23, 2000
    Graphical Abstract
    • Abstract
  • In the paper, based on viscoelastic foundation beam algorithm, making use of the measured settlement values of all monitoring points during the construction process of lock on soft foundation, viscoelastic parameters of foundation are inverted with direct inverse analysis method. Example shows that the inverse analysis method is stable and efficient. The whole process of excavation,construction and operation in a project can be simulated well with simulating computation in which the supplied parameters are used.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Wei-jie, YU Rui-hua, CHEN Yu, GAO Yu-feng, HUANG Yu. Post-failure movement characteristics and parameter back-analysis for landslides considering effect of strength parameters[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2304-2311. DOI: 10.11779/CJGE202212018
    [2]LI Tao, WANG Chao. Bottom heave stability during foundation pit excavation in soil layer with high artesian water pressure[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1236-1241.
    [3]ZHANG Guangqing, CHEN Mian. Rock mass failure with self-locking concept[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1052-1058.
    [4]REN Dachun, LIU Yichen, ZHU Guosheng, CHEN Jinsong. Analysis on seepage of high excavated slopes of cracked rock in the ship locks of Three Gorges[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 180-183.
    [5]LIU Xuezeng, ZHU Hehua. Back analysis on staged construction in transversely isotropic viscoelastic soil and its application to geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 89-92.
    [7]ZHANG Luqing, JIA Zhengxue. Inversion uniqueness of elastic displacement back-analysis for ground stress,elastic modulus and Poisson’s ratio[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 172-177.
    [8]Yang Zhifa, Wang Zhiyin, Liu Ying, Shang Yanjun, Wang Jing. Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 69-74.
    [9]Ge Xiaochun. Analysis of Internal Forces in Inverted-Arch Floor[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(2): 46-58.
    [10]Gao Yanfa, Xiao Hongtian, Zhang Wenquan. Observation of Strata Movement and Back Analysis of Displacements in the Coal Floor of a Deep Mine[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(S1): 106-112.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1116) PDF downloads (433) 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