YANG Xiao-hua, DAI Tie-ding, XU Xin-zhuang. Geocell application in reinforcing soft subgrade of railway[J]. Journal of Traffic and Transportation Engineering, 2005, 5(2): 42-46.
Citation: YANG Xiao-hua, DAI Tie-ding, XU Xin-zhuang. Geocell application in reinforcing soft subgrade of railway[J]. Journal of Traffic and Transportation Engineering, 2005, 5(2): 42-46.

Geocell application in reinforcing soft subgrade of railway

More Information
  • Author Bio:

    Yang Xiao-hua(1961-), male, professor, 86-29-82334445, xiaohuay@126.com

  • Received Date: 2004-09-02
  • Publish Date: 2005-06-25
  • In order to reinforce the soft subgrade of railway effectually, guarantee train safety, the engineering mechanism of railway subgrade reinforced by geocell was analyzed by using Marc program, a full-scale load-bearing test of soft subgrade reinforced by 4 types of geocells was carried out, by using flat load-test method. The different types of geocells are 34 cm×10 cm, (40 cm)×10 cm, 34 cm×15 cm and 40 cm×15 cm. The subgrade disease in the site of K241+(450~)550 of Yang'an railway was treated by using geocell. The result shows that geocell can restrict the lateral replacement and diffuse stress of railway subgrade effectively, its maximum lateral replacement is decreased by 17%, its maximum vertical stress is decreased by 9.3%, its stress is well-distributed by using geocell, its bearing capacity can reach more than 180 kPa, the cost of reinforced subgrade by using geocell is decreased by 9.3%. On-the-spot observation in 6 a shows that its maximum settlement is 28 mm, its minimum settlement is 13 mm. This engineering practice proved that the method of using geocell to reinforcing railway subgrade is effective.

     

  • loading
  • [1]
    龚晓南. 复合地基理论及工程应用[M]. 北京: 中国建筑工业出版社, 2002.
    [2]
    铁道部第一勘测设计院. 铁路工程地质手册[M]. 北京: 中国铁道出版社, 1999.
    [3]
    聂志红, 阮波, 李亮. 铁路道床路基动力响应的参数影响[J]. 交通运输工程学报, 2004, 4(1): 34-37. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC200401009.htm

    Nie Zhi-hong, Ruan Bo, Li Liang. Dynamic response parameters of railway ballast-subgrade[J]. Journal of Traffic and Transportation Engineering, 2004, 4(1): 34-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC200401009.htm
    [4]
    杨晓华, 俞永华. 土工格室在太古公路路基不均匀沉降病害处治中的应用[J]. 重庆交通学院学报, 2004, 23(5): 27-29. doi: 10.3969/j.issn.1674-0696.2004.05.008

    Yang Xiao-hua, Yu Yong-hua. Application of treating differential settlement of subgrade by geocell at Taigu highway[J]. Journal of Chongqing Jiaotong University, 2004, 23(5): 27-29. (in Chinese) doi: 10.3969/j.issn.1674-0696.2004.05.008
    [5]
    刘保健, 谢永利, 李又云. 公路软基在变荷载条件下的沉降计算[J]. 中国公路学报, 2000, 13(4): 21-25. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004004.htm

    Liu Bao-jian, Xie Yong-li, Li You-yun. Settlement calculation of highway soft foundation under the changeable load[J]. China Journal of Highway and Transport, 2000, 13(4): 21-25. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004004.htm
    [6]
    冯忠居, 黄安录. 高等级公路中地下结构物上土压力的有限元分析[J]. 西安公路交通大学学报, 1998, 18(4): 218-221. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL8S2.021.htm

    Feng Zhong-ju, Huang An-lu. The analysis of the upper soil pressure of express highway underground structure by finite element[J]. Journal of Xi'an Highway University, 1998, 18 (4): 218-221. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL8S2.021.htm
    [7]
    杨晓华. 土工格室加固饱和黄土地基性状及承载力[J]. 长安大学学报(自然科学版), 2004, 24(3): 5-8. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200403002.htm

    Yang Xiao-hua. Bearing capacity and behavior of saturated loess foundation reinforced by geocell[J]. Journal of Chang'an University(Natural Science Edition), 2004, 24(3): 5-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200403002.htm
    [8]
    GB 50021-94, 岩土工程勘察规范[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 (337) PDF downloads(506) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return