THERMAL SCIENCE

International Scientific Journal

NON-DORCIAN SEEPAGE EQUILIBRIUM ANALYSIS OF SPLITTING GROUTING FLUID IN SMOOTH SINGLE FRACTURE

ABSTRACT
In this paper, the slurry seepage dynamics model is established, the critical conditions for instability of the seepage dynamics model are discussed, and the effects of power index, effective mobility and non-Darcian flow factors on the seepage velocity are analyzed. The results show that in the 2-D logarithmic parameter space, the boundary between the stability zone and the instability zone of seepage is a straight line, and the absolute value of the slope of the straight line decreases with the increase of the power index
KEYWORDS
PAPER SUBMITTED: 2022-09-06
PAPER REVISED: 2022-10-10
PAPER ACCEPTED: 2022-11-12
PUBLISHED ONLINE: 2023-01-21
DOI REFERENCE: https://doi.org/10.2298/TSCI220906014Q
CITATION EXPORT: view in browser or download as text file
THERMAL SCIENCE YEAR 2023, VOLUME 27, ISSUE No. 1, PAGES [537 - 544]
REFERENCES
[1] Zhang, Q. S.,et al., Dynamic Alteration Behavior ofGranite under SC-CO2: Proposal for a Long termAccelerated Test Method, Bulletin of Engineering Geology and the Environment, 81 (2022), 335, pp. 1-16, 10.1007/s10064-022-02842-5
[2] Li, S. C., et al., Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel, International Journal of Geomechanics, 5 (2022), 22, pp. 1-12, 10.1061/(asce)gm.1943-5622.0002305
[3] Xu, C. Y., et al., Investigation on Artificial Boundary Problem in the Combined Finite-discrete Element Method (FDEM), Computers and Geotechnics, 4 (2022), 151, pp. 1-16, 10.1016/j.compgeo.2022.104969
[4] Wu, J. Y., et al., Effects of Carbon Nanotube Dosage and Aggregate Size Distribution on Mechanical Property and Microstructure of Cemented Rockfill, Cement and Concrete Composites, 2 (2022), 127, pp. 1-21, 10.1016/j.cemconcomp.2022.104408
[5] Ma, G., et al., Experimental and Numerical Investigations on Fracture Behaviours of Cracked Chevron Notched Brazilian Disc (CCNBD) Sandstone Specimen under Cyclic Loading, Engineering Fracture Mechanics, 271 (2022), Aug. 108673, 10.1016/j.engfracmech.2022.108673
[6] Yang, X. J., et al., General Fractional Derivatives with Applications in Viscoelasticity, Academic Press, New York, USA, 2020
[7] Wu, J. Y., et al., Particle Size Distribution of Aggregate Effects on Mechanical and Structural Properties of Cemented Rockfill: Experiments and Modeling, Construction and Building Materials, 5 (2018), 193, pp. 295-311, 10.1016/j.conbuildmat.2018.10.208
[8] Niu, J. D., et al., Experimental Study of Split Grouting Reinforcement Mechanism in Filling Medium and Effect Evaluation, Sensors, 11 (2020), 20, pp. 1-19, 10.3390/s20113088
[9] Wang, K., et al., Understanding the Effect of Cementitious Grouting Pressure on Micro-Fracture Permeability for Rock Reinforcement Underground: A Lab Study, Energies, 13 (2020), 16, pp. 1-15, 10.3390/en13164225
[10] Dai, C. Q., et al., Development and Engineering Application of Strong Permeability Grouting Material for Weathered Granite Formation, Revista Romana De Materiale-Romanian Journal of Materials, 3 (2019), 49, pp. 379-387
[11] Cheng, W. C., et al., Modeling of Permeation and Fracturing Grouting in Sand: Laboratory Investigations, Journal of Testing and Evaluation, 5 (2018), 46, pp. 2067-2082, 10.1520/jte20170170
[12] Karytsas, S., et al., Barriers Against and Actions Towards Renewable Energy Technologies Diffusion: A Principal Component Analysis for Residential Ground Source Heat Pump (GSHP) Systems, Renewable and Sustainable Energy Reviews, 78 (2017), Oct., pp. 252-271, 10.1016/j.rser.2017.04.060
[13] Peng, M., et al., Recent Advances in the GPR Detection of Grouting Defects behind Shield Tunnel Segments, Remote Sensing, 22 (2021), 13, pp. 1-21, 10.3390/rs13224596
[14] Jorne, F., et al., Evaluation of the Grout Injectability and Types of Resistance to Grout Flow, Construction and Building Materials, 122 (2016), Sept., pp. 171-183, 10.1016/j.conbuildmat.2016.06.032
[15] Shi, H., et al., Physical Test of Fracture Development in the Overburden Strata above the Goaf and Diffusion Process of Permeable Grout Slurry, Bulletin of Engineering Geology and the Environment, 6 (2021), 80, pp. 4791-4802, 10.1007/s10064-021-02189-3
[16] Hong, K. R., et al., Typical Underwater Tunnels in the Mainland of China and Related Tunneling Technologies, Engineering, 6 (2018), 3, pp. 871-879, 10.1016/j.eng.2017.12.007
[17] Yun, J. W., et al., Cement-Based Fracture Grouting Phenomenon of Weathered Granite Soil, Ksce Journal of Civil Engineering, 1 (2017), 21, pp. 232-242, 10.1007/s12205-016-0862-1
[18] Li, Z., et al., Grouting Effect on Rock Fracture Using Shear and Seepage Assessment, Construction and Building Materials, 242 (2020), May, pp. 1-16, 10.1016/j.conbuildmat.2020.118131
[19] Guo, Y. X., et al., Grouting Rock Fractures under Condition of Flowing Water, Carbonates and Evaporites, 3 (2020), 35, pp. 1-15, 10.1007/s13146-020-00619-z

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