Volume 14 Issue 1
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2014  >  14(1): 35-42
YE Fei, CHEN Zhi, GOU Zhang-fei, MAO Yan-fei, LIU Qin. Back-filled grouting compaction model of shield tunnel based on spherical cavity expansion[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 35-42.
Citation: YE Fei, CHEN Zhi, GOU Zhang-fei, MAO Yan-fei, LIU Qin. Back-filled grouting compaction model of shield tunnel based on spherical cavity expansion[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 35-42.
shu

Back-filled grouting compaction model of shield tunnel based on spherical cavity expansion

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

More Information
  • Author Bio:

    YE Fei(1977-), male, associate professor, PhD, +86-29-82338926, xianyefei@126.com

  • Received Date: 2013-08-19
  • Publish Date: 2014-02-25
    Abstract
  • In order to study the compaction effect of back-filled grouting for shield tunnel, it was assumed that the grout expanded as a semi-sphere in clay stratum during compaction stage. The expansion process of spherical grouting was theoretically deduced by using elastic plastic theory, the back-filled grouting compaction model of shield tunnel was set up. The expansion rates of grouting, the plastic zone of soil mass and the pressure of grouting on segment were calculated. The effects of different parameters such as grouting pressure and the elasticity modulus, cohesive force and internal friction angle of surrounding soil on the pressure load of segment were analyzed. Analysis result shows that the pressure of grouting on segment increases with the increase of grouting pressure and soil mass Poisson's ratio, and decreases along with the increase of soil elastic modulus, cohesive force and internal friction angle. The pressure of grouting on unit area segment do not change along with the change of grouting pressure and soil characteristics. The pressure stress of back-filled grouting on segment becomes smaller and smaller when it is farther and farther away from grouting hole.

     

    • FullText(HTML)
  • loading
    • References(19)
  • [1]
    朱伟, 陈仁俊. 盾构隧道施工技术现状及展望(第3讲) 盾构隧道应用前景及发展方向[J]. 岩土工程界, 2002, 5 (1): 18-20, 52. doi: 10.3969/j.issn.1674-7801.2002.01.040

    ZHU Wei, CHEN Ren-jun. Present state and prospect of shield tunneling technology (3rd lecture) prospect and development of shield tunnel application[J]. Geotechnical Engineering World, 2002, 5 (1): 18-20, 52. (in Chinese). doi: 10.3969/j.issn.1674-7801.2002.01.040
    [2]
    KASPER T, MESCHKE G. A 3Dfinite element simulation model for TBM tunnelling in soft ground[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28 (4): 1441-1460.
    [3]
    KASPER T, MESCHKE G. On the influence of face pressure, grouting pressure and TBM design in soft ground tunneling[J]. Tunnelling and Underground Space Technology, 2006, 21 (2): 160-171. doi: 10.1016/j.tust.2005.06.006
    [4]
    KOYAMA Y, SATO Y, OKNAO N, et al. Back-fill grouting model test for shield tunnel[J]. Quarterly Report of PTRI, 1998, 39 (1): 35-39.
    [5]
    MO H H, CHEN J S. Study on inner force and dislocation of segments caused by shield machine attitude[J]. Tunnelling and Underground Space Technology, 2008, 23 (3): 281-291. doi: 10.1016/j.tust.2007.06.007
    [6]
    BEZUIJEN A, TALMON A M, KAALBERG F J, et al. Field measurement of grout pressure during tunneling of the Sophia Rail Tunnel[J]. Soil and Foundations, 2004, 44 (1): 39-48. doi: 10.3208/sandf.44.39
    [7]
    黄宏伟, 刘遹剑, 谢雄耀. 盾构隧道壁后注浆效果的雷达探测研究[J]. 岩土力学, 2003, 24 (增2): 353-356. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2003S2082.htm

    HUANG Hong-wei, LIU Yu-jian, XIE Xiong-yao. Application of GPR to grouting distribution behind segment in shield tunnel[J]. Rock and Soil Mechanics, 2003, 24 (S2): 353-356. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2003S2082.htm
    [8]
    黄宏伟, 杜军, 谢雄耀. 盾构隧道壁后注浆的探地雷达探测模拟试验[J]. 岩土工程学报, 2007, 29 (2): 243-248. doi: 10.3321/j.issn:1000-4548.2007.02.015

    HUANG Hong-wei, DU Jun, XIE Xiong-yao. Simulation of GPR detecting of grouting materials behind shield tunnel segments[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (2): 243-248. (in Chinese). doi: 10.3321/j.issn:1000-4548.2007.02.015
    [9]
    叶飞. 软土盾构隧道施工期上浮机理分析及控制研究[D]. 上海: 同济大学, 2007.

    YE Fei. Analysis and control for upward movement of shield tunnel during construction[D]. Shanghai: Tongji University, 2007. (in Chinese).
    [10]
    叶飞, 朱合华, 何川. 盾构隧道壁后注浆扩散模式及对管片的压力分析[J]. 岩土力学, 2009, 30 (5): 1307-1312. doi: 10.3969/j.issn.1000-7598.2009.05.020

    YE Fei, ZHU He-hua, HE Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. Rock and Soil Mechanics, 2009, 30 (5): 1307-1312. (in Chinese). doi: 10.3969/j.issn.1000-7598.2009.05.020
    [11]
    叶飞, 苟长飞, 刘燕鹏, 等. 盾构隧道壁后注浆浆液时变半球面扩散模型[J]. 同济大学学报: 自然科学版, 2012, 40 (12): 1789-1794. doi: 10.3969/j.issn.0253-374x.2012.12.008

    YE Fei, GOU Chang-fei, LIU Yan-peng, et al. Half-spherical surface diffusion model of shiled tunnel back-filled grounts[J]. Journal of Tongji University: Natural Science, 2012, 40 (12): 1789-1794. (in Chinese). doi: 10.3969/j.issn.0253-374x.2012.12.008
    [12]
    叶飞, 苟长飞, 陈治, 等. 盾构隧道粘度时变性浆液壁后注浆渗透扩散模型[J]. 中国公路学报, 2013, 26 (1): 127-134. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201301022.htm

    YE Fei, GOU Chang-fei, CHEN Zhi, et al. Back-filled grounts diffusion model of shield tunnel considering its viscosity degeneration[J]. China Journal of Highway and Transport, 2013, 26 (1): 127-134. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201301022.htm
    [13]
    李志明, 廖少明, 戴志仁. 盾构同步注浆填充机理及压力分布研究[J]. 岩土工程学报, 2010, 32 (11): 1752-1757. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201011022.htm

    LI Zhi-ming, LIAO Shao-ming, DAI Zhi-ren. Theoretical study on synchronous grouting filling patterns and pressure distribution of EPB shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (11): 1752-1757. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201011022.htm
    [14]
    袁小会, 韩月旺, 钟小春. 盾构隧道壁后注浆压力分布模型[J]. 西南交通大学学报, 2011, 46 (1): 18-25. https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201101005.htm

    YUAN Xiao-hui, HAN Yue-wang, ZHONG Xiao-chun. Pressure distribution model of simultaneous backfill grouting of shield tunnel[J]. Journal of Southwest Jiaotong University, 2011, 46 (1): 18-25. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201101005.htm
    [15]
    范昭平, 韩月旺, 方忠强. 盾构壁后注浆压力分布计算模型[J]. 公路交通科技, 2011, 28 (3): 95-100. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201103017.htm

    FAN Zhao-ping, HAN Yue-wang, FANG Zhong-qiang. Calculating model of backfill grouting pressure distribution for shield tunnel[J]. Journal of Highway and Transportation Research and Development, 2011, 28 (3): 95-100. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201103017.htm
    [16]
    汪鹏程, 朱向荣, 方鹏飞. 考虑土应变软化及剪胀特性的大应变球孔扩张的问题[J]. 水利学报, 2004, 35 (9): 78-82, 87. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200409013.htm

    WANG Peng-cheng, ZHU Xiang-rong, FANG Peng-fei. Expansion of large strain spherical cavity in soil in consideration of dilation and strain softening[J]. Journal of Hydraulic Engineering, 2004, 35 (9): 78-82, 87. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200409013.htm
    [17]
    汪鹏程, 张红亚. 弹塑脆性岩土材料中球形孔大应变扩张分析[J]. 安徽建筑工业学院学报: 自然科学版, 2008, 16 (2): 17-22. https://www.cnki.com.cn/Article/CJFDTOTAL-AHJG200802003.htm

    WANG Peng-cheng, ZHANG Hong-ya. Analysis of spherical cavities expansion in elastoplastic-brittle materials considering large strain[J]. Journal of Anhui Institute of Architecture and Industry: Natural Science, 2008, 16 (2): 17-22. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-AHJG200802003.htm
    [18]
    孔位学, 芮勇勤, 董宝弟. 岩土材料在非关联流动法则下剪胀角选取探讨[J]. 岩土力学, 2009, 30 (11): 3278-3282. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200911013.htm

    KONG Wei-xue, RUI Yong-qin, DONG Bao-di. Determination of dilatancy angle for geomaterials under non-associated flow rule[J]. Rock and Soil Mechanics, 2009, 30 (11): 3278-3282. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200911013.htm
    [19]
    陈昊. 复合牙灌浆孔支顶法在盾构施工过矿山法隧道中的应用[J]. 筑路机械与施工机械化, 2011, 28 (4): 81-83. https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201104037.htm

    CHEN Hao. Application of composite dental grouting holes branch top method in shield construction of drill and blast tunneling[J]. Road Machinery and Construction Mechanization, 2011, 28 (4): 81-83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201104037.htm
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (676) PDF downloads(641) Cited by()
    Proportional views
    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