Volume 10 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2010  >  10(6): 25-31
Next Previous
FU Zhen, WANG Xuan-cang, LI Hong-zhi, SHI Jian-ping, LIAO Zhi-gao. Differentia settlement of widening subgrade for expressway[J]. Journal of Traffic and Transportation Engineering, 2010, 10(6): 25-31. doi: 10.19818/j.cnki.1671-1637.2010.06.005
Citation: FU Zhen, WANG Xuan-cang, LI Hong-zhi, SHI Jian-ping, LIAO Zhi-gao. Differentia settlement of widening subgrade for expressway[J]. Journal of Traffic and Transportation Engineering, 2010, 10(6): 25-31. doi: 10.19818/j.cnki.1671-1637.2010.06.005
shu

Differentia settlement of widening subgrade for expressway

doi: 10.19818/j.cnki.1671-1637.2010.06.005
  • 1.

    School of Materials Science and Engineering, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

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

  • 3.

    Limited Company of Expressway Development of Henan Province, Zhengzhou 450000, Henan, China

  • 4.

    General Station of Quality Inspection for Special Engineering of Civil Aviation, Civil Aviation Administration of China, Beijing 100007, China

More Information
  • Author Bio:

    FU Zhen(1976-), female, associate professor, PhD, +86-29-82337340, fuzhen524@163.com

  • Received Date: 2010-07-25
  • Publish Date: 2010-12-25
    Abstract
  • Anxin widening expressway was taken as engineering background, centrifugal model test was applied, several geosynthetics material reinforcement proposals dominated by using geocell were forecasted and contrasted, and the settlements of old subgrade and widening subgrade were analyzed. Test result shows that the settlements during construction account for quite great proportion in half a year for old and new subgrades, above 70%. The settlement of reinforced subgrade is smaller than that of unreinforced subgrade, and the biggest and smallest settlements of various plans occur at the edge of new shoulder and the center of old subgrade. Because of good geology condition, the overall settlement is not certainly big, and there are no obvious differences of settlements among reinforced plans, maintaining at very small level. The smallest and biggest subsidence values are 1.67 cm and 3.33 cm respectively, and the biggest unequal settlement is 1.66 cm. Obviously, reinforce can balance the differentia settlement of subgrade, and reduce total ground settlement to a certain degree.

     

    • FullText(HTML)
  • loading
    • References(14)
  • [1]
    ZHANG Ding-wen, LI U Song-yu. Numerical analysis ofinteraction between old and new embankment in widening offreeway on soft ground[J]. China Journal of Highway andTransport, 2006, 19(6): 7-12. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200606001.htm
    [2]
    FU Zhen, WANG Xuan-cang, CHEN Xing-guang, et al. Differential settlement characteristics and influencing factorsof widening subgrade[J]. Journal of Traffic and Transportation Engineering, 2007, 7(1): 54-57. (in Chinese) doi: 10.3321/j.issn:1671-1637.2007.01.012
    [3]
    TANG Chao-sheng, LI U Yi-huai, SHI Bin, et al. Numericalsi mulation on differential settlement of jointing of newand oldroadbed[J]. China Journal of Highway and Transport, 2007, 20(2): 13-17. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200702002.htm
    [4]
    SHU Yang, MENG Qing-shan, SHU Si-qi. Experi ment onengineering characteristics of soft clay on expresswaywidening foundation[J]. Journal of Chang an University: Natural Science Edition, 2009, 29(3): 37-42. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200903008.htm
    [5]
    ZHANG Yong-qing, WANG Xuan-cang, WANG Chao-hui. Calculation parameter determination of widened subgradedifference settlement[J]. Journal of Chang an University: Natural Science Edition, 2009, 29(2): 13-18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200902006.htm
    [6]
    FU Zhen, WANG Xuan-cang, CHEN Xing-guang, et al. Influence of differential settlement on pavement structure inexpressway widening project[J]. Journal of Chang anUniversity: Natural Science Edition, 2008, 28(3): 36-39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200803008.htm
    [7]
    WANG Dong-yao, SHE Xue-sen, YE Wan-jun, et al. Case-based reasoning approach to settlement of expressway on softfoundation[J]. Journal of Chang an University: NaturalScience Edition, 2006, 26(1): 20-23, 42. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200601004.htm
    [8]
    ZHANG Hui-mei, LI Yun-peng, MAO Cheng. Settlement prediction of roadbedin soft ground by using artificial neuralnetworks[J]. Journal of Chang an University: NaturalScience Edition, 2002, 22(4): 20-22. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200204005.htm
    [9]
    HU Xin-min. Mechanical characteristics of soft soil foundation reinforced with powder-jetting and grout-jetting cement piles[J]. Road Machinery and Construction Mechanization, 2010, 27(6): 42-44. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201006029.htm
    [10]
    FARNSWORTHC B, BARTLETTS F, NEGUSSEY D, et al. Rapid construction and settlement behavior of embankmentsystems on soft foundation soils[J]. Journal of Geotechnicaland Geoenvironmental Engineering, 2008, 134(3): 289-301.
    [11]
    TANG Mao-ying. Centrifugal model test study on thedeformation of high cut slope of soil[D]. Chengdu: Southwest Jiaotong University, 2005. (in Chinese)
    [12]
    YANG Xi-wu, OUYANG Zhong-chun. An investigation ofreinforced high fills steep slope[J]. Journal of Highway andTransportation Research and Development, 2001, 18(1): 17-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200101004.htm
    [13]
    MI AO Ying-hao, HU Chang-shun. Research on displace-ment characteristics of geogrid reinforced embankment withsteep slope[J]. China Journal of Highway and Transport, 2006, 19(1): 47-52, 57. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200601009.htm
    [14]
    MENG Qing-shan, KONG Ling-wei, GUO Ai-guo, et al. Centrifugal modeling test study on high-embankmentwidening of highway[J]. Chinese Journal of Rock Mechanicsand Engineering, 2007, 26(3): 580-586. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200703019.htm
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1199) PDF downloads(737) Cited by()
    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