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Herschel–Bulkley浆液在裂隙中的扩散规律研究 被引量:14

Diffusion of Herschel-Bulkley slurry in fractures
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摘要 基于柱坐标系下的流体连续性方程和动量方程,对Herschel-Bulkley浆液在光滑倾斜裂隙内做径向扩散流进行了理论推导,讨论了灌浆时间、灌浆压力、流变指数、裂隙开度及倾角对扩散规律的影响。研究结果表明:在注浆压力恒定的灌浆过程中,存在一极限扩散半径,且随着扩散范围的增大,进浆量逐渐降低,灌注难度逐渐增大;提高注浆压力以及降低浆液的流变指数有利于扩大浆液的扩散范围,且裂隙倾角越大,顺坡向与逆坡向的扩散半径差值也越大,特别是对于流变指数n小于1的剪切稀释浆液其差值尤为明显。该结果由于综合了牛顿、宾汉塑性和幂律型流变模式流体的扩散规律,从而为更好地认识各类非牛顿流体在岩体裂隙、界面、裂缝中的流动规律提供了理论参考。 Based on the continuity equation and the momentum equation in the cylinder coordinate,the motion equation of Herschel-Bulkley slurry front with radial flows in inclined,narrow smooth-walled fracture is theoretically derived.Then the impacts of grouting time,grouting pressure,rheological index and fracture aperture and dip angle on the slurry diffusing law are discussed in the analytical solution.The results show that a limited diffusion radius is reached for the case of constant grouting pressure.The grouting capacity decreases with the spreading of the diffusion range and the slurry becomes difficult to be injected.Furthermore,increasing the grouting pressure and decreasing the power law index are helpful to expand the spreading range.The greater the fracture dip angle,the greater the difference of diffusion radius between down-slope currents and inverse-slope currents,especially for the case of shear-thinning fluids.Because of the integration of spreading laws of fluids of Newton,Bingham plastic and Power law rheological model,this solution provides a reference for a better understanding of the flows of various non-Newtonian fluids in rock fractures,interfaces and cracks.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2011年第5期815-820,共6页 Chinese Journal of Geotechnical Engineering
基金 国家高新技术研究发展计划(863计划)基金项目(2007AA11Z134)
关键词 Herschel-Bulkley流体 裂隙 注浆 扩散 Herschel-Bulkley fluid fracture grouting spreading
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参考文献12

  • 1AMADEIA B, SAVAGEB W Z. An analytical solution for transient flow of Bingham viscoplastic materials in rock fractures[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38:285 - 296.
  • 2FUNEHAG J, GUSTAFSON G, Design of grouting with silica sol in hard rock - New methods for calculation of penetration length, Part I[J]. Tunnelling and Underground Space Technology, 2008, 23:1 - 8.
  • 3阮文军.基于浆液粘度时变性的岩体裂隙注浆扩散模型[J].岩石力学与工程学报,2005,24(15):2709-2714. 被引量:153
  • 4UMLAUF R. Rheological characterization of microfine cement suspension examination with a shear stress controller rheometer[C]// Grouting in Rock and Concrete. Rotterdam, 1993.
  • 5曾祥熹,郑长成.水泥浆的流变性及其对浆液运动的影响[J].华东地质学院学报,1999,22(2):137-141. 被引量:9
  • 6KELESSIDIS V C, MAGLIONE R, TSAMANTAKI C. Optimal determination of rheological parameters for Herschel-Bulkley drilling fluids and impact on pressure drop, velocity profiles and penetration rates during drilling[J]. Journal of Petroleum Science and Engineering, 2006, 53:203 - 224.
  • 7HUILGOL R R, YOU Z. Application of the augmented Lagrangian method to steady pipe flows of Bingham, Casson and Herschel-Bulkley fluids[J]. Journal of Non-Newtonian Fluid Mech, 2005, 128:126 - 143.
  • 8PAVEL V, ZDENEK C. Laminar and turbulent flow experiments with yield-power law slurries[J]. Powder Technology, 1999, 104:200 - 206.
  • 9VAJRAVELU K, SREENADH S, BABU V R. Peristaltic transport of a Herschel-Bulkley fluid in an inclined tube[J]. International Journal of Non-Linear Mechanics, 2005, 40:83 - 90.
  • 10HUANG X, MARCELO H G. A Herschel-Bulkley model for mud flow down a slope[J]. Journal of Fluid Mechanics, 1998, 374:305 - 333.

二级参考文献18

  • 1杨晓东.水泥浆材灌入能力的研究[M].水利水电科学研究院科学研究论文集第27集,1985..
  • 2郑长成.裂隙岩体灌浆的模拟研究[M].长沙:中南工业大学,1999..
  • 3坪井直道 吴永宽译.化学注浆法的实际应用[M].北京:煤炭工业出版社,1980.114-125.
  • 4Bannister C E. Rheological evaluation of cement slurries:methods and models[R]. SPE 9284,1980.
  • 5Ivan O. Oil Cemento[M]. [s. l. ]:[s. n. ],1978. 303-309.
  • 6Jones T E R,Taylor S. A mathematical model relating the flow curve of a cement paste to its water ratio[J]. May. of Con. Res.,1987,29(109.12):207-212.
  • 7杨晓东,刘嘉材. 水泥浆材灌入能力研究[M]. 北京:水利电力出版社,1987. 184-191.(Yang Xiaodong,Liu Jiacai. Groutability of Cement Grouts[M]. Beijing:Water Resources and Electric Power Press,1987. 184-191.(in Chinese))
  • 8水利水电科学研究院. 压力灌浆渗入性的理论基础[M]. 张作瑂译. 北京:水利水电科学研究院,1964.(China Institute of Water Resources and Hydropower Research. Theoretical Basis for the Infiltration Behavior of Pressure Grouting[M]. Translated by Zhang Zuomei. Beijing:China Institute of Water Resources and Hydropower Research,1964.(in Chinese))
  • 9Umlauf R. Rheological characterization of microfine cement suspension- examination with a shear stress controller rheometer[A]. In:Grouting in Rock and Concrete[C]. Rotterdam:A. A. Balkema,1993.
  • 10Ish-shalom M, Greenberg S A. The rheology of fresh Portland cement pastes[A]. In:Proceedings of the 4th International Symposium Chemistry Cement[C]. [s. l. ]:[s. n. ],1994. 721-726.

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