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 31 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XIA Jun, MEI Guoxiong, MEI Ling, ZAI Jinmin. Biot’s consolidation finite layer analysis of viscoelastic soil[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 437-441.
Citation: XIA Jun, MEI Guoxiong, MEI Ling, ZAI Jinmin. Biot’s consolidation finite layer analysis of viscoelastic soil[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 437-441.
shu

Biot’s consolidation finite layer analysis of viscoelastic soil

  • 1.College of Civil Engineering and Architecture Nanchang Hangkong University Nanchang 330063 China 2.College of Civil Engineering Nanjing University of Technology Nanjing 210009 China

More Information
  • Published Date: March 15, 2009
    Graphical Abstract
    • Abstract
  • Based on the method of finite layer of Biot’s consolidation of elastic soil,by means of the elastic-viscoelastic correspondence principle and Laplace transform,the method of finite layer of Biot’s consolidation of viscoelastic soil is presented and programmed.An example of viscoelastic foundation settlement shows the present method and programme are true.With the increase of viscosity coefficient,the viscosity of materials plays a great rloe.It is in good agreement with the choosen viscoelastic model.The relationship between the effect of consolidation and the viscosity is analyzed.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LIU Yi, CAI Guo-qing, LI Jian, ZHAO Cheng-gang. A fully coupled thermo-hydro-mechanical constitutive model for unsaturated soils and its verification[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 547-555. DOI: 10.11779/CJGE202103018
    [2]CAI Guo-qing, ZHAO Cheng-gang, TIAN Hui. Numerical simulation of coupled thermo-hydro-mechanical behavior for engineered barriers in high-level radioactive waste disposal[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 1-8.
    [3]ZHANG Yujun. 3D joint elements and relevant numerical analysis for simulating coupled thermo-hydro-mechanical processes[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1213-1218.
    [4]ZHANG Yujun. 2D FEM analysis for coupled thermo-hydro-mechanical-migratory process in near field of geological disposal of nuclear waste[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1553-1557.
    [5]ZHANG Yujun. Modeling and 2D FEM analysis for coupled thermo-hydro-mechanical processes in vapor-liquid two-phase unsaturated rockmass[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 901-906.
    [6]ZHANG Yujun. Coupled thermo-hydro-mechanical model and 2D FEM analysis for FEBEX in-situ test[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 313-318.
    [7]ZHANG Yujun. 2D FEM simulation for coupled thermo-hydro-mechanical processes of near field in conceptual nuclear waste repository[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1053-1058.
    [8]JIANG Zhongming, Dashnor HOXHA. Studies on coupled field of thermal response in rock mass of nuclear waste repository[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 953-956.
    [9]ZHANG Yujun. Model of thermo-hydro-mechanical coupling for cracked rock mass and its 2D FEM analysis[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 288-294.
    [10]ZHANG Yujun. A kind of joint element simulating coupled thermo-hydro-mechanical phenomenon and relevant numerical analyses[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 270-274.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1164) PDF downloads (288) 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