Volume 7 Issue 2
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2007  >  7(2): 59-64
Jing Hong-jun, Hu Chang-shun, Wang Bing-gang, Ding Ning, Li Yue-cai. 3-D consolidation numerical calculation of loess-high embankment[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 59-64.
Citation: Jing Hong-jun, Hu Chang-shun, Wang Bing-gang, Ding Ning, Li Yue-cai. 3-D consolidation numerical calculation of loess-high embankment[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 59-64.
shu

3-D consolidation numerical calculation of loess-high embankment

  • 1.

    School of Aerospace, Xi'an Jiaotong University, Xi'an 710049, Shaanxi, China

  • 2.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 3.

    Xianyang Municipal Communications Bureau of Shaanxi Province, Xianyang 712000, Shaanxi, China

  • 4.

    Yulin Municipal Road Administration Department of Shaanxi Province, Yulin 719000, Shaanxi, China

  • 5.

    Chengtong Mechanisation Highway Engineering Ltd.Co.of Shaanxi Province, Xi'an 710068, Shaanxi, China

More Information
  • Author Bio:

    Jing Hong-jun(1974-), male, PhD, lecturer, +86-29-33219809, jinghj@public.xa.sn.cn

  • Received Date: 2006-06-28
  • Publish Date: 2007-04-25
    Abstract
  • According to the structural, under-compressible, unsaturated and anisotropic characters of loess, loess was regarded as unsaturated soil, its 3-D consolidation equations were derived based on unsaturated soil theory, and its consolidation deformation characters were analyzed by FEM.It is pointed that compressed subgrade settlement deformation appears "sag" shape, its maximum settlement lies in embackment center, embackment shoulder settlement is minimum, and 1/3~2/3 of embankment high appears outward "extrusion" tendency; stress change tendency is inward and downward increasing, and minimum shear stress lies in slope toe; for unsaturated soil, after instantaneous loading, its surface settlement contains instantaneous settlement and soil mass consolidation settlement, and the former is main deformation.Analysis result shows derived unsaturated loess 3-D consolidation equations can well simulate and analyze the consolidation deformation of loess embankment, and its application prospect is quite good.

     

    • FullText(HTML)
  • loading
    • References(10)
  • [1]
    Fredlund D G, Laharaz H. 非饱和土土力学[M]. 陈仲颐, 译. 北京: 中国建筑工业出版社, 1997.
    [2]
    景宏君. 振动压实与黄土高路堤沉降变形[D]. 西安: 长安大学, 2004.
    [3]
    Bell J. 多孔介质流体力学[M]. 李竞生, 译. 北京: 中国建筑工业出版社, 1983.
    [4]
    杨代泉, 沈珠江. 非饱和土一维固结简化计算[J]. 岩土工程学报, 1991, 13(5): 70-78. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200705001.htm

    Yang Dai-quan, Shen Zhu-jiang. One-dimensional consolidation simplified numeration of unsaturated soil[J]. ChineseJournal of Geotechnical Engineering, 1991, 13(5): 70-78. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200705001.htm
    [5]
    景宏君, 张斌. 黄土路基强度规律[J]. 交通运输工程学报, 2004, 4(2): 14-18. doi: 10.3321/j.issn:1671-1637.2004.02.004

    Jing Hong-jun, Zhang Bin. Loess subgrade strengthlaw[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 14-18. (in Chinese) doi: 10.3321/j.issn:1671-1637.2004.02.004
    [6]
    王芝银, 李云鹏, 卢文晓. 地基土受横向挤密和纵向压密作用的量化分析[J]. 长安大学学报: 自然科学版, 2004, 24(2): 30-34. doi: 10.3321/j.issn:1671-8879.2004.02.007

    Wang Zhi-yin, Li Yun-peng, Lu Wen-xiao. Quantitative analysis of horizontal pack-press and vertical compressive effect for foundation soil[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24(2): 30-34. (in Chinese) doi: 10.3321/j.issn:1671-8879.2004.02.007
    [7]
    钱家欢, 殷宗泽. 土工原理与计算[M]. 北京: 中国水利水电出版社, 2000.
    [8]
    Smith I M. 有限元方法编程[M]. 王菘, 译. 北京: 电子工业出版社, 2003.
    [9]
    朱伯芳. 有限单元法原理与应用[M]. 北京: 中国水利水电出版社, 2000.
    [10]
    王晓谋, 袁怀宇. 路堤下河滩相软土地基变形研究[J]. 中国公路学报, 2003, 16(2): 22-27. doi: 10.3321/j.issn:1001-7372.2003.02.006

    Wang Xiao-mou, Yuan Huai-yu. Study of deformation of alluvial flat soft clay foundation under embankment[J]. China Journal of Highway and Transport, 2003, 16(2): 22-27. (in Chinese) doi: 10.3321/j.issn:1001-7372.2003.02.006
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (382) PDF downloads(575) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return