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ZHANG Gui-jin, LIANG Jing-wei, YANG Dong-sheng, PAN Ye, PENG Chun-lei. Mechanism of stemming slurry materials for pulsating grouting in soft strata[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 210-218. DOI: 10.11779/CJGE201602003
Citation: ZHANG Gui-jin, LIANG Jing-wei, YANG Dong-sheng, PAN Ye, PENG Chun-lei. Mechanism of stemming slurry materials for pulsating grouting in soft strata[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 210-218. DOI: 10.11779/CJGE201602003

Mechanism of stemming slurry materials for pulsating grouting in soft strata

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  • Received Date: January 06, 2015
  • Published Date: February 24, 2016
  • The pulsating grouting with slurry materials is an effective method for anti-seepage and reinforcement in soft strata, but the mechanism of stemming slurry materials is not clear. Based on the engineering fracture mechanics and Bingham fluid concentric annular narrow gap flow model, the mechanism of stemming slurry materials is analyzed qualitatively, and based on the conservation of energy, the governing equation for the stemming slurry materials is deduced. The relationship among the limit loading pressure of slurry materials in pulsating grouting, the rheological properties of grouting slurry, the performance of sealing slurry and the pulsating frequency is analyzed. The limit loading pressure of the slurry materials increases with the increase of plastic viscosity of slurry, yield stress plastic strength of sealing slurry and interval time of pulse, and decreases with the increase of duration time of pulse. The effect increases with the increase of the height of hole sealing. The mechanism of stemming slurry materials is verified by the self-made indoor experimental device. For the anti-seepage project in the slope of the diversion canal in Hebi of Henan, which is in the Middle Route Project of South-to-North Water Diversion, in view of the soft geological conditions, the stemming slurry technology of slurry materials is applied to the slope project by means of segmented pulsating grouting from bottom to top. The pumping tests after grouting indicate that the permeability reaches 10-5~10-6 cm/s, and the amount of work of 20% is saved compared to that of the traditional grouting technology.
  • [1]
    周石金. 套管护壁解决松散层钻进难题[J]. 水文地质工程, 1999(4): 59-62. (ZHOU Shi-jin. Casing pipe wall protection solving the problem of looes strata driling[J]. Hydrogeology and Engineering Geology, 1999(4): 59-62. (in Chinese))
    [2]
    夏可风. 孔口封闭灌浆法讨论[C]// 《水工建筑物水泥灌浆与边坡支护技术》暨第9次水利水电地基与基础工程学术会议. 贵阳, 2007: 10-20. (XIA Ke-feng. Grouting method for orifice closed discussions[C]// 《Hydraulic Structure Cement Grouting and Technology of Slopesupport》and Conference Foundation of Water Conservancy and Hydropower Engineering on 9th. Guiyang, 2007: 10-20. (in Chinese))
    [3]
    张贵金, 许毓才, 陈安重, 等. 一种适合松软地层高效控制灌浆的新工法-自下而上、浆体封闭、高压脉动灌浆[J]. 水利水电技术, 2012, 43(3): 38-41. (ZHANG Gui-jin, XU Yu-cai, CHEN An-zhong, et al. A new technical method for efficient and control grouting for loose ground-high pulsating pressure grouting from bottom to up stemming with slurry[J]. Water Resources and Hydropower Engineering, 2012, 43(3): 38-41. (in Chinese))
    [4]
    张贵金, 增柳絮, 陈安重, 等. 松软地层高压灌浆封孔浆体研制及应用论证[J]. 岩土工程学报, 2012, 34(6): 1110-1116. (ZHANG Gui-jin, ZENG Liu-xu, CHEN An-zhong, et al. Development and application demonstration of stemming slurry materials for high-pressure grouting in soft stratum[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1110-1116. (in Chinese))
    [5]
    冯海明. 止浆塞在浅层覆盖型岩溶灌浆工程中的应用[J].岩土工程技术, 1998, 2(1): 1-3. (FNEG Hai-ming. Application of grouting plug in covered karst grouting project[J]. Geotechnical Engineering Technology, 1998, 2(1): 1-3. (in Chinese))
    [6]
    陈静惠, 钟 鑫, 田继安, 等. 宾汉液体在偏心环空中的层流初探[J]. 大庆石油学院学报, 1987, 33(1): 18-22. (CHEN Jing-hui, ZHONG Xing, TIAN Ji-an, et al. Bingham fluid in eccentric annuli of laminar flow[J]. Journal of Daqing Petroleum Institute, 1987, 33(1): 18-22. (in Chinese))
    [7]
    房 凯. 桩端后注浆过程中浆土相互作用及其对桩基性状影响研究[D]. 杭州: 浙江大学, 2013. (FANG Kai. Grout-soil interaction during base grouting and its effects on the behavior of grouted piles[D]. Hangzhou: Zhejiang University, 2013. (in Chinese))
    [8]
    阮文军. 注浆扩散与浆液若干基本性能研究[J]. 岩土工程学报, 2005, 27(1): 69-73. (RUAN Wen-jun. Research on diffusion of grouting and basic properties of grouts[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 69-73. (in Chinese))
    [9]
    AMADEI B, SAVAGE W Z. An analytical solution for transient flow of Bingham viscoplastic materials in rock fractures[J]. Int J Rock Mech Min, 2001, 38(38): 285-296.
    [10]
    Daniel Eklund a, Ha kan Stille. Penetrability due to filtration tendency of cement-based grouts[J]. Tunnelling and Underground Space Technology, 2008(23): 389-398.
    [11]
    KENNETH D Weaver. Dam foundation grouting[M]. Amer Society of Civil Engineering, 2007.
    [12]
    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): 746-748. (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): 746-748. (in Chinese))
    [13]
    张忠苗, 邹 建. 桩底劈裂注浆扩散半径和注浆压力研究[J]. 岩土工程学报, 2008, 30(2): 181-185. (ZHANG Zhong-miao, ZOU Jian. Penetration radius and grouting pressure in fracture grouting[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 181-185. (in Chinese))
    [14]
    张贵金, 杨东升, 梁经纬, 等. 黏土水泥复合浆材强度研究[J]. 水利水电技术, 2015, 46(1): 20-24. (ZHANG Gui-jin, YANG Dong-sheng, LIANG Jing-wei, et al. Study for the strength of clay-cement slurry[J]. Water Resources and Hydropower Engineering, 2015, 46(1): 20-24. (in Chinese))

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