Diffusion-hydraulic properties of grouting geological rough fractures with power-law slurry

被引:5
|
作者
Mu, Wenqiang [1 ,2 ]
Li, Lianchong [1 ,2 ]
Liu, Xige [1 ,2 ]
Zhang, Liaoyuan [3 ]
Zhang, Zilin [3 ]
Huang, Bo [3 ]
Chen, Yong [3 ]
机构
[1] Northeastern Univ, Minist Educ Safe Min Deep Met Mines, Key Lab, Shenyang 110819, Peoples R China
[2] Northeastern Univ, Natl Local Joint Engn Res Ctr High Efficient Expl, Shenyang 110819, Peoples R China
[3] Shengli Oilfield Branch Co, SINOPEC, Dongying 257000, Peoples R China
基金
中国国家自然科学基金;
关键词
geological fracture; JRC; shear displacement; grout; water plugging; NEWTONIAN FLUID-FLOWS; MECHANICAL-PROPERTIES; ROCK FRACTURE; JOINT; COEFFICIENT; DISPERSION; EFFICIENCY; TRANSPORT; MODEL; WATER;
D O I
10.12989/gae.2020.21.4.357
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Different from the conventional planar fracture and simplified Newton model, for power-law slurries with a lower water-cement ratio commonly used in grouting engineering, flow model in geological rough fractures is built based on ten standard profiles from Barton (1977) in this study. The numerical algorithm is validated by experimental results. The flow mechanism, grout superiority, and water plugging of pseudo plastic slurry are revealed. The representations of hydraulic grouting properties for JRCs are obtained. The results show that effective plugging is based on the mechanical mechanisms of the fluctuant structural surface and higher viscosity at the middle of the fissure. The formulas of grouting parameters are always variable with the roughness and shear movement, which play a key role in grouting. The roughness can only be neglected after reaching a threshold. Grouting pressure increases with increasing roughness and has variable responses for different apertures within standard profiles. The whole process can be divided into three stationary zones and three transition zones, and there is a mutation region (10 < JRCs < 14) in smaller geological fractures. The fitting equations of different JRCs are obtained of power-law models satisfying the condition of -2 < coefficient < 0. The effects of small apertures and moderate to larger roughness (JRCs > 10.8) on the permeability of surfaces cannot be underestimated. The determination of grouting parameters depends on the slurry groutability in terms of its weakest link with discontinuous streamlines For grouting water plugging, the water-cement ratio, grouting pressure and grouting additives should be determined by combining the flow conditions and the apparent widths of the main fracture and rough surface. This study provides a calculation method of grouting parameters for variable cement-based slurries. And the findings can help for better understanding of fluid flow and diffusion in geological fractures.
引用
收藏
页码:357 / 369
页数:13
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