JIANG Xin, WEI Yong-xing, QIU Yan-jun. Numerical simulation of subgrade embankment on sloped weak ground[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 41-46.
Citation: JIANG Xin, WEI Yong-xing, QIU Yan-jun. Numerical simulation of subgrade embankment on sloped weak ground[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 41-46.

Numerical simulation of subgrade embankment on sloped weak ground

More Information
  • Author Bio:

    JIANG Xin(1976-), male, a doctoral student of Southwest Jiaotong University, engaged in research of road subgrade and pavement engineering

  • Received Date: 2002-04-03
  • Publish Date: 2002-09-25
  • Numerical analysis was conducted to simulate the deformation behavior of subgrade embankment on sloped weak ground using commercial software GEO SLOPE.Critical structural responses such as strain and stress at the toe of embankment slope were abstracted to evaluate the effectiveness of engineering measurement used to improve stability potential of the filled embankment.Cross sectional factors influencing the deformation behavior of embankment were also explored. Research results show that numerical simulation can provide reliable and rigorous guide in the design and construction phases in infrastructure development.

     

  • loading
  • [1]
    WEI Yong -xing. An disquisition for the safety of earthwork in the floopy-tip ground[J]. Journal of Geological Hazards and Environment Preservation, 2001, 12(2): 73-79.
    [2]
    铁道部第四勘测设计院. 软土地基试验文集[M]. 武汉: 中国地质大学出版社, 2001.
    [3]
    TB 10001-99, 铁路路基设计规范[S].
  • 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

    Article Metrics

    Article views (308) PDF downloads(545) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return