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 5 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Xiang Darun. Loading Criterion and Calculation Model of Soil Elasto plasticity Theory[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(4): 78-91.
Citation: Xiang Darun. Loading Criterion and Calculation Model of Soil Elasto plasticity Theory[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(4): 78-91.
shu

Loading Criterion and Calculation Model of Soil Elasto plasticity Theory

  • East China College of Hydraulic Engineering Nanjing

More Information
  • Published Date: November 23, 1983
    Graphical Abstract
    • Abstract
  • This paper, adopting the Concept of divitional yield of plastic strain components, proposes a loading criterion of divitional yield, which is suitable for incremental numerical method. In reference to non-linear deformation theory, a new calculation model of soil elasto-plasticity is proposed. This paper makes a theoretical study. Based on the theory, calculation results and their analysis will be published later.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]CHEN Yun-tao, WANG Gui-jun, MENG Fan-qiang, XU Yan. Application and analysis of the geotextile composite cushion in the ground improvement of the new dredger fill[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 169-172. DOI: 10.11779/CJGE2016S1032
    [2]ZHANG Jian-wei, YUAN Hua, KONG De-zhi. Finite element anlysis of cushion in CFG pile composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 460-463.
    [3]XU Guangming, Kon. Dimensional analysis and centrifuge modeling of quay wall of large-diameter bottomless cylinders[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1544-1552.
    [4]LOU Xiaoming, SUN Xiaofeng. Analysis on load transfer for large area composite foundation with rigid piles and cushions[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 2027-2030.
    [5]XIE Xinyu, LIU Kaifu, ZHANG Qinghua, SHI Shangwei, YING Hongwei. Properties of composite foundation of deep mixing cement piles and geotextile-reinforced cushion at Wenzhou Grain Depot[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1468-1471.
    [7]ZHENG Junjie, OU Jianhua, WU Shiming, YUAN Neizhen. Theory and practice of multi-element composite ground[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 208-212.
    [9]Song Yingwen. Intelligent Desing System on Ground Improvement[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(1): 54-59.
    [10]Zhang Ziming. Computing Displacemeuts and Stresses of Layers by Initial Function Method[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(4): 9-18.
    • 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