WANG Qiang, FENG Zhi-qiang, WANG Li-xiang, TANG De-hong, FENG Chun, LI Shi-hai. 裂隙岩体注浆扩散范围及注浆量数值模拟[J]. Journal of China Coal Society, 2016, (10). DOI: 10.13225/j.cnki.jccs.2016.0668
Citation: WANG Qiang, FENG Zhi-qiang, WANG Li-xiang, TANG De-hong, FENG Chun, LI Shi-hai. 裂隙岩体注浆扩散范围及注浆量数值模拟[J]. Journal of China Coal Society, 2016, (10). DOI: 10.13225/j.cnki.jccs.2016.0668

裂隙岩体注浆扩散范围及注浆量数值模拟

  • To predict the grout spread in fractured rock mass,a two-dimensional Bingham grouting model was employed based on orthogonal fracture network and a cell-centered finite volume method was used for numerical analysis. The grout spread was numerically calculated under different grouting parameters. A grouting radius formula with a grout quantity formula was put forward with the consideration of those parameters. The study results indicates that the grou- ting pressure,the viscosity of grout,the shear strength of grout,the aperture of fracture and the roughness of fracture dominate the grouting radius,while the grouting pressure,drilling length and the aperture of fracture dominate the grout quantity. The formulas can be used to predict the grouting radius and the grout quantity under arbitrary parameters.
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