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HAN Ding, TAN Hua, HUANG Xiao-ming, HU Hui-min. Parametric inversion and settlement characteristic of subgrade in joint condition[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 7-12. doi: 10.19818/j.cnki.1671-1637.2012.06.002
Citation: HAN Ding, TAN Hua, HUANG Xiao-ming, HU Hui-min. Parametric inversion and settlement characteristic of subgrade in joint condition[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 7-12. doi: 10.19818/j.cnki.1671-1637.2012.06.002
shu

Parametric inversion and settlement characteristic of subgrade in joint condition

doi: 10.19818/j.cnki.1671-1637.2012.06.002
  • 1.

    School of Transportation Engineering, Hefei University of Technology, Hefei 230009, Anhui, China

  • 2.

    Guangxi Key Laboratory Cultivation Base of Road Structure and Materials, Guangxi Transportation Research Institute, Nanning 530007, Guangxi, China

  • 3.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

  • 4.

    School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui, China

More Information
  • Author Bio:

    HAN Ding(1982-), male, lecturer, PhD, +86-551-2929161, handing@hfut.edu.cn

  • Received Date: 2012-07-21
  • Publish Date: 2012-12-25
    Abstract
  • The Duncan-Chang models for subgrade and soil were used, the maximum settlement of joint subgrade surface was chosen as an objective function, and the sensitivity functions and most sensitive parameters of the models were studied in the joint condition of subgrade. The detection data of settlement plates in actual engineering were used to inverse relevant parameters. Differential settlements of subgrade surface after laying pavement structure were calculated by using relevant parameters. Analysis result indicates that modulus index n is the most sensitive parameter for E-B model of subgrade, and the model is also obviously affected by modulus coefficient kE. Damage ratio Rf is the most sensitive parameter for E-B model of soil, and the model is also obviously affected by kE. and n. Detection data of settlement plates buried on soil surface and embankment middle layer can be used to inverse the most sensitive parameters of the Duncan-Chang models. Calculated settlement curves of joint subgrade surface after constructionhave good comparability with actual measurement curves of similar engineering. The numerical simulation with inversion parameters can describe the settlement characteristics of subgrade in joint condition. 3 tabs, 10 figs, 14 refs.

     

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    • References(14)
  • [1]
    VISWANADHAM B V S, KONIG D. Centrifuge modeling of geotextile-reinforced slopes subjected to differential settlements[J]. Geotextiles and Geomembranes, 2009, 27(2): 77-88. doi: 10.1016/j.geotexmem.2008.09.008
    [2]
    张永清, 王选仓, 王朝辉. 拓宽路基差异沉降计算参数的确定[J]. 长安大学学报: 自然科学版, 2009, 29(2): 13-18. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200902006.htm

    ZHANG Yong-qing, WANG Xuan-cang, WANG Chao-hui. Calculation parameter determination of widened subgrade difference 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
    [3]
    张慧梅, 李云鹏, 毛成. 人工神经网络在软土地基路基沉降预测中的应用[J]. 长安大学学报: 自然科学版, 2002, 22(4): 20-22. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200204005.htm

    ZHANG Hui-mei, LI Yun-peng, MAO Cheng. Settlement prediction of roadbed in soft ground by using artificial neural networks[J]. Journal of Chang'an University: Natural Science Edition, 2002, 22(4): 20-22. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200204005.htm
    [4]
    章定文, 刘松玉. 软土地基高速公路扩建中新老路堤相互作用的数值分析[J]. 中国公路学报, 2006, 19(6): 7-12. doi: 10.3321/j.issn:1001-7372.2006.06.002

    ZHANG Ding-wen, LIU Song-yu. Numerical analysis of interaction between old and new embankment in widening of freeway on soft ground[J]. China Journal of Highway and Transport, 2006, 19(6): 7-12. (in Chinese) doi: 10.3321/j.issn:1001-7372.2006.06.002
    [5]
    KARIM M R, GNANENDRAN C T, LO S C R, et al. Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model[J]. Canadian Geotechnical Journal, 2010, 47(2): 244-257. doi: 10.1139/T09-087
    [6]
    王东耀, 折学森, 叶万军, 等. 高速公路软基最终沉降预测的范例推理方法[J]. 长安大学学报: 自然科学版, 2006, 26(1): 20-23, 42. doi: 10.3321/j.issn:1671-8879.2006.01.005

    WANG Dong-yao, SHE Xue-sen, YE Wan-jun, et al. Case-based reasoning approach to settlement of expressway on soft foundation[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26(1): 20-23, 42. (in Chinese) doi: 10.3321/j.issn:1671-8879.2006.01.005
    [7]
    朱志铎, 周礼红. 软土路基全过程沉降预测的Logistic模型应用研究[J]. 岩土工程学报, 2009, 31(6): 965-969. doi: 10.3321/j.issn:1000-4548.2009.06.023

    ZHU Zhi-duo, ZHOU Li-hong. Application of Logistic model in settlement prediction during complete process of embankment construction[J]. Chinese Journal of Geotechnical Engin-eering, 2009, 31(6): 965-969. (in Chinese) doi: 10.3321/j.issn:1000-4548.2009.06.023
    [8]
    傅珍, 王选仓, 陈星光, 等. 拓宽道路工后差异沉降控制标准[J]. 长安大学学报: 自然科学版, 2008, 28(5): 10-13. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200805004.htm

    FU Zhen, WANG Xuan-cang, CHEN Xing-guang, et al. Controlling criterion of differential settlements after widening expressway[J]. Journal of Chang'an University: Natural Science Edition, 2008, 28(5): 10-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200805004.htm
    [9]
    翁效林, 王玮, 刘保健. 湿陷性黄土拓宽路基变形特性及强夯法处治效应模型试验[J]. 中国公路学报, 2011, 24(2): 17-22. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201102006.htm

    WENG Xiao-lin, WANG Wei, LIU Bao-jian. Model test on deformation characteristics of widening collapsible loess roadbed and dynamic compaction method treatment effect[J]. China Journal of Highway and Transport, 2011, 24(2): 17-22. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201102006.htm
    [10]
    翁效林, 王玮, 张留俊. 拓宽路基荷载下管桩复合地基沉降变形模式[J]. 长安大学学报: 自然科学版, 2012, 32(1): 31-35. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201201007.htm

    WENG Xiao-lin, WANG Wei, ZHANG Liu-jun. Deformation characteristics of widen subgrade settlement with pipe pile treatment[J]. Journal of Chang'an University: Natural Science Edition, 2012, 32(1): 31-35. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201201007.htm
    [11]
    殷宗泽. 高土石坝的应力与变形[J]. 岩土工程学报, 2009, 31(1): 1-14. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200901004.htm

    YIN Zong-ze. Stress and deformation of high earth and rock-fill dams[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 1-14. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200901004.htm
    [12]
    付宏渊. 基于灵敏度分析的地基沉降反演参数优化[J]. 长沙理工大学学报: 自然科学版, 2006, 3(2): 24-28. https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG200602005.htm

    FU Hong-yuan. Optimizing back-analysis parameters for settlement prediction based on sensitivity analysis[J]. Journal of Changsha University of Science and Technology: Natural Science, 2006, 3(2): 24-28. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG200602005.htm
    [13]
    张军辉. 不同软基处理方式下高速公路加宽工程变形特性分析[J]. 岩土力学, 2011, 32(4): 1216-1222. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201104043.htm

    ZHANG Jun-hui. Analysis of deformation behavior of express-way widening engineering under different foundation treatments[J]. Rock and Soil Mechanics, 2011, 32(4): 1216-1222. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201104043.htm
    [14]
    贾宁, 陈仁鹏, 陈云敏, 等. 杭甬高速公路拓宽工程理论分析及监测[J]. 岩土工程学报, 2004, 26(6): 755-760. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200406005.htm

    JIA Ning, CHEN Ren-peng, CHEN Yun-min, et al. Theoretical analysis and measurement for widening project of Hang-Yong Expressway[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 755-760. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200406005.htm
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