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FRACTAL ANALYSIS OF NON-NEWTON FLUID GROUTING IN SOIL COMPOSED OF ARBITRARY CROSS-SECTIONAL CAPILLARIES

Lei Kou, Ronghu Miao and Fengyang Miao
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Lei Kou: School of Water Conservancy Science and Engineering, Zhengzhou University, Zhengzhou 450002, P. R. China†Key Laboratory of Geotechnical and Underground, Engineering of the Ministry of Education, Tongji University, Shanghai 200092, P. R. China
Ronghu Miao: School of Water Conservancy Science and Engineering, Zhengzhou University, Zhengzhou 450002, P. R. China
Fengyang Miao: School of Water Conservancy Science and Engineering, Zhengzhou University, Zhengzhou 450002, P. R. China

FRACTALS (fractals), 2021, vol. 29, issue 06, 1-10

Abstract: The fractal theory has been applied to understand the transport law for the non-Newton Herschel–Bulkley (H-B) fluid grouting in fractal soil consisting of a bunch of arbitrary cross-sectional tortuous capillaries. The fractal models for the average flow velocity, starting pressure gradient and effective permeability are the functions of the cross-sectional geometric factors of capillaries, minimum and maximum cross-sectional area of capillaries, porosity, fractal dimensions and characteristic parameters of H-B fluid. The proposed models are verified by comparing with the available models, and then the effects of cross-sectional shapes of capillaries and the characteristic parameters of H-B fluid on the average flow velocity, starting pressure gradient and effective permeability are also analyzed. The results show that the present models relate the characteristics of H-B fluid to the microstructure of soil, and both are the most important factors in determining the grouting effect.

Keywords: Fluid Grouting; Non-Newton Fluid; Cross-Sectional Capillaries; Microstructure of Soil; Fractal Theory (search for similar items in EconPapers)
Date: 2021
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DOI: 10.1142/S0218348X21501395

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