• 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
YIN Zongze. Stress and deformation of high earth and rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 1-14.
Citation: YIN Zongze. Stress and deformation of high earth and rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 1-14.

Stress and deformation of high earth and rock-fill dams

More Information
  • Published Date: January 14, 2009
  • The author’s recent works on the problems which influence computation results of stress and deformation of earth and rock-fill dams significantly are introduced.First,the differences between Duncan’s hyperbolic E-ν model and E-B model,the influences of the differences on computed results and their application conditions are analyzed.And the properties of the softness matrix of soils are proposed on the basis of the true triaxial tests.Secondly,the long-term deformation affected by cycling rainfall is studied.It can be taken as part of the rheological deformation.The tests and computing methods are proposed.Thirdly,two analytic methods of hydraulic fracture are proposed.One is to combine the effective method and the total stress method.The simplified computation of consolidation of unsaturated soil is performed,in which the pore water and air are taken as a mixed fluid to set up the consolidation equation.The total stress is the sum of the calculated effective stress and the pore water pressure.The hydraulic fracture is judged by comparing the total stress with the water pressure before the core wall.The other method is the total stress method which can approximately reflect the consolidation to a greater or lesser extent during the construction period.The corresponding parameters of constitutive models are determined based on the consolidated undrained tests.
  • Related Articles

    [1]YANG Guang-hua, JIANG Yan, ZHANG Yu-cheng, WANG En-qi. New method for determination of bearing capacity of soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 597-603. DOI: 10.11779/CJGE201404001
    [2]ZHANG Xin, YUE Jin-chao, LIU Ming-liang, LIU Han-dong. Uplifting behavior and bearing capacity of plate anchors in sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1734-1739.
    [3]Centrifugal model tests on bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [4]WANG Lizhong, SHU Heng. Pullout capacity of deeply embedded plate anchors in undrained clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 829-836.
    [5]HUANG Maosong, LI Jianjun, WANG Weidong, CHEN Zheng. Loss ratio of bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1291-1297.
    [6]HUANG Maosong, REN Qing, WANG Weidong, CHEN Zheng. Analysis for ultimate uplift capacity of tension piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1689-1695.
    [7]Gong Weiming, Jiang Yongsheng, Zhai Jin. Self-balanced loading test for pile bearing capacity[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 532-536.
    [8]Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.
    [9]Xie Yao feng. Behavior  and  Bearing  Capacity  of  Laterally  Loaded  Pile  Groups[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 43-49.
    [10]Wei Jie. Theoretical Method for Determining the Bearing Capacity of Pile from Static Cone Penetration[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 103-111.

Catalog

    Article views (1389) PDF downloads (558) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return