Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 38 Issue 12
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Zhao-feng, LI Shu-cai, ZHAGN Qing-song, JIANG Yu-jing, LIU Ren-tai, YANG Lei, BAI Ji-wen, SHA Fei, CHEN Bo-han, WU Xue-zhen. Model tests on grouting reinforcement of water-rich broken rock mass[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2246-2253. DOI: 10.11779/CJGE201612013
Citation: LI Zhao-feng, LI Shu-cai, ZHAGN Qing-song, JIANG Yu-jing, LIU Ren-tai, YANG Lei, BAI Ji-wen, SHA Fei, CHEN Bo-han, WU Xue-zhen. Model tests on grouting reinforcement of water-rich broken rock mass[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2246-2253. DOI: 10.11779/CJGE201612013
shu

Model tests on grouting reinforcement of water-rich broken rock mass

  • 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China;
    2. Geoenvironmental Laboratory, Graduate School of Engineering, Nagasaki University, Nagasaki 8528521, Japan;
    3. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266510, China

More Information
  • Received Date: January 20, 2016
  • Published Date: December 24, 2016
    Abstract
  • An experimental device for testing the grouting reinforcement of water-rich broken rock mass is designed. Grouting reinforcement tests are conducted on the water-rich broken lime rock mass by using cement PO42.5, cement SAC42.5 and self-developed materials. By analyzing on the results of the uniaxial compression tests on reinforced rock samples, the influences of the grouting pressure, grouting materials and argillaceous filler inside the broken rock mass on the grouting effectiveness are studied. ANOVA is adopted to determine the dominant factors which influence the grouting effectiveness and their interior interactions. The self-developed materials are proved to have better performance than Portland and Sulfur-aluminate cement materials. The test results are successfully applied to engineering practice with a good grouting effect.
    • FullText(HTML)
    • References (15)
  • [1]
    葛家良, 陆士良. 注浆模拟试验及其应用的研究[J]. 岩土工程学报, 1997, 19(3): 31-36. (GE Jia-liang, LU Shi-liang. Study on grouting simulation experiment and its application[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 31-36. (in Chinese))
    [2]
    杨 坪, 唐益群, 彭振斌, 等. 砂卵（砾）石层中注浆模拟试验研究[J]. 岩土工程学报, 2006, 28(12): 2134-2138. (YANG Ping, TANG Yi-qun, PENG Zhen-bin, et al. Study on grouting simulation experiment in sandy gravels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2134-2138. (in Chinese))
    [3]
    宗义江, 韩立军, 韩贵雷. 破裂岩体承压注浆加固力学特性试验研究[J]. 采矿与安全工程学报, 2013, 30(4): 483-488. (ZONG Yi-jiang, HAN Li-jun, HAN Gui-lei. Mechanical characteristics of confined grouting reinforcement for cracked rock mass[J]. Journal of Mining & Safety Engineering, 2013, 30(4): 483-488. (in Chinese))
    [4]
    李术才, 张伟杰, 张庆松, 等. 富水断裂带优势劈裂注浆机制及注浆控制方法研究[J]. 岩土力学, 2014, 35(3): 745-751. (LI Shu-cai, ZHANG Wei-jie, ZHANG Qing-song, et al. Research on advantage-fracture grouting mechanism and controlled grouting method in water-rich fault zone[J]. Rock and Soil Mechanics, 2014, 35(3): 745-751. (in Chinese))
    [5]
    雷进生, 刘 非, 王乾峰, 等. 非均质土层的注浆扩散特性与加固力学行为研究[J]. 岩土工程学报, 2015, 32(12): 2245-2253. (LEI Jin-sheng, LIU Fei, WANG Qian-feng, et al. Diffusion characteristics and reinforcement mechanics of grouting in non-homogeneous soil strata[J]. Chinese Journal of Geotechnical Engineering, 2015, 32(12): 2245-2253. (in Chinese))
    [6]
    BEZUIJEN A, BRASSINGA H E. Blow-out pressures measured in a centrifuge and in the field ProcⅧ[C]// ECSMGE. Istanbul, 2001.
    [7]
    BOLTON M D, MCKINLEY J D. Geotechnical properties of fresh cement grout-pressure filtration and consolidation tests[J]. Géotechnique, 1997, 47(2): 347-352.
    [8]
    刘彦伟, 程远平, 李国富. 高性能注浆材料研究与围岩改性试验[J]. 采矿与安全工程学报, 2012, 29(6): 821-826. (LIU Yan-wei, CHEN Yuan-ping, LI Guo-fu. Research on high performance grouting material and improving surrounding rock mass strength[J]. Journal of Mining and Safety Engineering, 2012, 29(6): 821-826. (in Chinese))
    [9]
    许宏发, 耿汉生, 李朝甫, 等. 破碎岩体注浆加固体强度估计[J]. 岩土工程学报, 2013, 35(11): 2018-2022. (XU Hong-fa, GENG Han-sheng, LI Cao-fu, et al. Estimating strength of grouting reinforced bodies in broken rock mass[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2018-2022. (in Chinese))
    [10]
    LOMBARDI G. Grouting of rock masses[C]// Proceedings of the Third International Conference, Grouting and Ground Treatment. New Orleans, 2003: 164-197.
    [11]
    LI S C, LI Z F, SHA F, et al. The development of new composite material for the grouting treatment of Ordovician limestone aquifer and performance tests[J]. Materials Research Innovations, 2015, 19(S1): 252-255.
    [12]
    李术才, 张 霄, 张庆松, 等. 地下工程涌突水注浆止水浆液扩散机制和封堵方法研究[J]. 岩石力学与工程学报, 2011, 30(12): 2377-2396. (LI Shu-cai, ZHANG Xiao, ZHANG Qing-song, et al. Research on mechanism of grout diffusion of dynamic grouting and plugging method in the water inrush of underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(12): 2377-2396. (in Chinese))
    [13]
    刘人太, 李术才, 张庆松, 等. 一种新型动水注浆材料的试验与应用研究[J]. 岩石力学与工程学报, 2011, 30(7): 1454-1459. (LIU Ren-tai, LI Shu-cai, ZHANG Qing-song, et al. Experiment and application research on a new type of dynamic water grouting material[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1454-1459. (in Chinese))
    [14]
    刘泉声, 卢超波, 卢海峰, 等. 断层破碎带深部区域地表预注浆加固应用与分析[J]. 岩石力学与工程学报, 2013, 32(增刊2): 3688-3695. (LIU Quan-sheng, LU Chao-bo, LU Hai-feng, et al. Application and analysis of ground surface pre-grouting strengthening deep fault fracture zone[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(S2): 3688-3695. (in Chinese))
    [15]
    王汉鹏, 高延法, 李术才. 岩石峰后注浆加固前后力学特性单轴试验研究[J]. 地下空间与工程学报, 2007, 3(1): 27-39. (WANG Han-peng, GAO Yan-fa, LI Shu-cai. Uniaxial experiment study on mechanical properties of reinforced broken rocks pre-and-post grouting[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(1): 27-39. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Guang-xin. Load and resistance in stability analysis of geotechnical engineering with safety factor method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 918-925. DOI: 10.11779/CJGE202105016
    [2]SUN Chao-wei, CHAI Jun-rui, XU Zeng-guang, QIN Yuan, LI Gang. Stability charts for determining safety factors of 3D homogeneous slopes[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2068-2077. DOI: 10.11779/CJGE201811013
    [3]JIANG Shui-hua<sup>1, 2</sup>, LI Dian-qing<sup>1, 2</sup>, ZHOU Chuang-bing<sup>1, 2</sup>. Non-intrusive stochastic finite element method for slope reliability analysis based on Latin hypercube sampling[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 70-76.
    [4]LI Da-yong, GUO Yan-xue, GAO Yu-feng. Principle and application of pole point method of Mohr's circle[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1883-1888.
    [5]GUO Yang, KE Zhai-bang. Practical research on detecting cracks in pipe piles using stress wave method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 159-162.
    [6]MA Yongzheng, ZHENG Hong, ZHU Hehua, CAI Yongchang. Effect of cohesion on evaluating slope stability factor of safety by DDA method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1088-1093.
    [7]CHEN Wei, WANG Junxing, XIN Liping, ZHANG Wei. Lower bound method of plastic limit analysis for wedge stability[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 431-436.
    [8]LI Liang, CHI Shichun, LIN Gao. A new kind of complex method and its application to the search for the critical failure surface[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4): 448-452.
    [9]ZHENG Hong, LI Chunguang, Lee C.F., GE Xiurun. Finite element method for solving the factor of safety[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 626-628.
    [10]YANG Mingcheng, ZHEN Yingren. Local minimum factor-of-safety method based on limit equilibrium theory[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 600-604.

Catalog

    WU Xue-zhen

    • 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China;
      2. Geoenvironmental Laboratory, Graduate School of Engineering, Nagasaki University, Nagasaki 8528521, Japan;
      3. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao 266510, China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (424) PDF downloads (324) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：No.34 Hujuguan, Nanjing 210024, ChinaPostal Code：210024Tel：+86-25-85829534, 85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return