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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2014  >  14(5): 8-18
QIU Yan-jun, LIU Yu-liang, YANG En-hui, XIANG Ke-ming. Centrifugal model test and numerical simulation of pressure grouting in subgrade retrofitting[J]. Journal of Traffic and Transportation Engineering, 2014, 14(5): 8-18.
Citation: QIU Yan-jun, LIU Yu-liang, YANG En-hui, XIANG Ke-ming. Centrifugal model test and numerical simulation of pressure grouting in subgrade retrofitting[J]. Journal of Traffic and Transportation Engineering, 2014, 14(5): 8-18.
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Centrifugal model test and numerical simulation of pressure grouting in subgrade retrofitting

  • 1.

    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

  • 2.

    Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

  • 3.

    China Railway 16th Bureau Group Co., Ltd., Beijing 100081, China

  • 4.

    Sichuan Transportation Investment Group Co., Ltd., Chengdu 610041, Sichuan, China

More Information
  • Author Bio:

    QIU Yanrjun (1966-), male, professor, PhD, +86-28-87634347, publicqiu@vip.163.com

  • Received Date: 2014-04-11
  • Publish Date: 2014-10-25
    Abstract
  • In the practice of pressure grouting in subgrade retrofitting project of Mianyang-Guanyuan Highway, field monitoring, centrifugal model test and numerical simulation were carried out to study the technical process and the influencing factors of pressure grouting in subgrade disease.It is revealed that the geometrical property of subgrade section is the main reason to the differential settlement of subgrade, and then produces pavement premature failure such as longitudinal cracking.Centrifugal model test indicates that two-phase grouting method that with 0.2 MPa at the first stage and 0.4-0.5MPa at the second stage is recommended.The recommended reasonable space between grouting holes is 2.0 m.Economy should be considered in the practice for choosing reasonable concrete mix proportion and maintenance time.Numerical simulation result shows that there are three stages for pressure grouting, such as stress accumulation stage, cracking extension stage and crack widening stage.The pressure for soil splitting increases with the increases of homogeneity and soil strength.

     

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    • References(18)
  • [1]
    四川省交通厅公路规划勘察设计研究院. 绵广高速公路二期路面病害调查报告[R]. 成都: 四川省交通厅公路规划勘察设计研究院, 2006.
    [2]
    邓卫东, 张兴强, 陈波, 等. 路基不均匀沉降对沥青路面受力变形影响的有限元分析[J]. 中国公路学报, 2004, 17 (1): 12-15. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200401003.htm

    DENG Wei-dong, ZHANG Xing-qiang, CHEN Bo, et al. Nonlinear FEM analysis of influence of asphalt pavement under non-homogenous settlement of roadbed[J]. China Journal of Highway and Transport, 2004, 17 (1): 12-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200401003.htm
    [3]
    阳恩慧. 斜坡路基不均匀沉降及其对路面结构的影响分析[D]. 成都: 西南交通大学 , 2008.

    YANG En-hui. Differential settlement of embankments over sloped ground and its influence on pavement structure[D]. Chengdu: Southwest Jiaotong University, 2008. (in Chinese).
    [4]
    张良, 魏永幸, 罗强. 基于离心模型试验的斜坡软弱土地基路堤变形特性研究[J]. 铁道建筑技术, 2004 (1): 51-53. https://www.cnki.com.cn/Article/CJFDTOTAL-TDJS200401017.htm

    ZHANG Liang, WEI Yong-xing, LUO Qiang. Research on the deformation characteristics of the sloped embankment on the soft soil foundation based on the centrifugal model test[J]. Railway Construction Technology, 2004 (1): 51-53. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TDJS200401017.htm
    [5]
    刘宏, 张倬元, 韩文喜. 用离心模型试验研究高填方地基沉降[J]. 西南交通大学学报, 2003, 38 (3): 323-326. doi: 10.3969/j.issn.0258-2724.2003.03.019

    LIU Hong, ZHANG Zhuo-yuan, HAN Wen-xi. Centrifugal model tests for settlement of high embankment[J]. Journal of Southwest Jiaotong University, 2003, 38 (3): 323-326. (in Chinese). doi: 10.3969/j.issn.0258-2724.2003.03.019
    [6]
    蒋鑫, 魏永幸, 邱延峻. 斜坡软弱地基填方工程数值仿真[J]. 交通运输工程学报, 2002, 2 (3): 41-46. http://transport.chd.edu.cn/article/id/200203009

    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. (in Chinese). http://transport.chd.edu.cn/article/id/200203009
    [7]
    魏永幸, 罗强, 邱延峻. 斜坡软弱地基填方工程特性及工程技术研究[J]. 铁道工程学报, 2006 (9): 10-15. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200609002.htm

    WEI Yong-xing, LUO Qiang, QIU Yan-jun. Research on engineering characteristics and engineering techniques for filling of slope weak foundation[J]. Journal of Railway Engineering Society, 2006 (9): 10-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200609002.htm
    [8]
    蒋鑫, 邱延峻, 魏永幸. 基于强度折减法的斜坡软弱地基填方工程特性分析[J]. 岩土工程学报, 2007, 29 (4): 622-627. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200704026.htm

    JIANG Xin, QIU Yan-jun, WEI Yong-xing. Engineering behavior of subgrade embankments on sloped weak ground based on strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (4): 622-627. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200704026.htm
    [9]
    QIU Yan-jun, WEI Yong-xing, LUO Qiang. Highway embankments over sloped ground and influence on pavement responses[C]//PENG Qi-yuan, WANG K, QIU Yan-jun, et al. International Conference on Transportation Engineering2007. Chengdu: ASCE, 2007: 1615-1620.
    [10]
    王生俊. 化学加固法在黄土地区高速公路中的应用[J]. 中外公路, 2003, 23 (4): 93-95. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200304032.htm

    WANG Sheng-jun. Application of chemical reinforcement method in loess area highway[J]. Journal of China and Foreign Highway, 2003, 23 (4): 93-95. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200304032.htm
    [11]
    芮勇勤, 袁海利, 袁臻, 等. 岩溶地区地下洞河诱发路基失稳处治分析[J]. 地下空间与工程学报, 2005, 1 (7): 1100-1103, 1108. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2005S1031.htm

    RUI Yong-qin, YUAN Hai-li, YUAN Zhen, et al. Processing analysis on roadbed and subgrade instability caused by underground cavity and river in Karst area[J]. Chinese Journal of Underground Space and Engineering, 2005, 1 (7): 1100-1103, 1108. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2005S1031.htm
    [12]
    杨世基, 郝中海, 吴立坚, 等. 公路填石路堤的压实[J]. 公路交通科技, 1999, 16 (4): 1-4. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK199904000.htm

    YANG Shi-ji, HAO Zhong-hai, WU Li-jian, et al. Improvement on compaction techniques of highway stone fill embankment[J]. Journal of Highway and Transportation Research and Development, 1999, 16 (4): 1-4. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK199904000.htm
    [13]
    李宁, 张平, 闫建文. 灌浆的数值仿真分析模型探讨[J]. 岩石力学与工程学报, 2002, 21 (3): 326-330. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200203006.htm

    LI Ning, ZHANG Ping, YAN Jian-wen. Numerical modeling of grouting in geoengineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21 (3): 326-330. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200203006.htm
    [14]
    李连崇, 杨天鸿, 唐春安, 等. 岩石水压致裂过程的耦合分析[J]. 岩石力学与工程学报, 2003, 22 (7): 1060-1066. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200307002.htm

    LI Lian-chong, YANG Tian-hong, TANG Chun-an, et al. Coupling analysis on hydraulic fracturing process of rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (7): 1060-1066. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200307002.htm
    [15]
    唐智伟, 赵成刚. 注浆抬升地层的机制、解析解及数值模拟分析[J]. 岩土力学, 2008, 29 (6): 1512-1516. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200806015.htm

    TANG Zhi-wei, ZHAO Cheng-gang. Mechanisms of ground heave by grouting and analytical solutions & amp; amp; numerical modeling[J]. Rock and Soil Mechanics, 2008, 29 (6): 1512-1516. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200806015.htm
    [16]
    VAUGHAN P R. The use of hydraulic fracturing tests to detect crack formation in embankment dam cores[R]. London: Imperial College, 1971.
    [17]
    BRADY B H G, BROWN E T. Rock Mechanics for Underground Mining[M]. London: Chapman & amp; amp; Hall, 1993.
    [18]
    闫常赫. 路基土体注浆离心模型试验研究及数值模拟分析[D]. 成都: 西南交通大学, 2008.

    YAN Chang-he. Centrifugal model test study of subgrade soil grouting and numerical simulation[D]. Chengdu: Southwest Jiaotong University, 2008. (in Chinese).
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