• 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
YU Xiangjuan, YIN Zongze, DONG Weijun. Influence of load on secondary consolidation deformation of soft soils[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 913-916.
Citation: YU Xiangjuan, YIN Zongze, DONG Weijun. Influence of load on secondary consolidation deformation of soft soils[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 913-916.

Influence of load on secondary consolidation deformation of soft soils

More Information
  • Published Date: June 14, 2007
  • The conventional method of computing the secondary consolidation of soft soils does not reflect the influence of load.However,it is shown that the secondary compression is obviously influenced by load.The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion,and some rules were concluded and analyzed.The results were as follows: for the over-consolidated soils,coefficient of the secondary consolidation increased with load;for normal-consolidated soils,it decreased with load.Based on the results,the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed.
  • Related Articles

    [1]WANG Yuan-zhan, LEI Ji-chao, LI Qing-mei, HU Shen-rong. Post-cyclic strength degradation behavior of soft clay under anisotropic consolidation and numerical simulation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1557-1564. DOI: 10.11779/CJGE201709002
    [2]WU Ting-yu, GUO Lin, CAI Yuan-qiang, WANG Jun. Deformation behavior of K0-consolidated soft clay under traffic load-induced stress paths[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 859-867. DOI: 10.11779/CJGE201705010
    [3]XU Ping. Elastoplastic analysis of gas drainage hole based on Tresca yield criterion[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 16-20.
    [4]HUANG Mao-song, LIU Yan-hua. Simulation of yield characteristics and principal stress rotation effects of natural soft clay[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1667-1675.
    [5]XIAO Yang, DENG An. Stress-strain analyses of sand-EPS lightweight-bead fills based on elliptic-parabolic yield surfaces model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1467-1471.
    [6]DAI Zihang, ZHOU Ruizhong, LU Caijin. Discussions on yield criterions and stress paths of soils in tests and numerical analyses[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 968-976.
    [7]YUAN Jing, GONG Xiaonan, LIU Xingwang, YI Deqing. An anisotropic time-dependent trinal-yield-surface model for the stress-strain-time behavior of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 88-94.
    [8]LI Guangxin, HUANG Yongnan, ZHANG Qiguang. The principal stress of soil in the direction of plane strain[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 358-361.
    [9]Li Binghe, Xie Kanghe, Ying Hongwei, Zeng Guoxi. Semi analytical solution of one dimensional non linear consolidation of soft clay under time dependent loading[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 32-37.
    [10]Xu Riqing, Gong Xiaonan. Nonlinear Stress-path-Dependent Behavior of Soils[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 56-60.

Catalog

    Article views (1297) PDF downloads (673) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return