Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18554
Nhan đề: Grouting Reinforcement Technique in Wind Oxidation Zone by Power Law Superfine Cement Slurry Considering the Time-Varying Rheological Parameters
Tác giả: Zhu, Dengxing
Guo, Yu
Wang, Wei
Guo, Gangye
An, Tieliang
Từ khoá: Bedrock
Strata
Rock masses
Roofs
Concrete research
Coal mining
Oxidation
Ultrafines
Grouting
Aquifers
Geology
Water-cement ratio
Permeability
Power law
Rheology
Silicon dioxide
Rheological properties
Diffusion layers
Engineering
Cement
Grout
Slurries
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited
Tóm tắt: "With the recovery of the wind oxidation zone in 13116 working face of Gubei Coal Mine as the engineering background, the occurrence condition of coal seam and the bedrock wind oxidation zone characteristics were analyzed. On this basis, the time-varying rheological parameters of superfine cement slurry and the permeability characteristic parameters of roof strata in wind oxidation zone were measured; then, a grout diffusion equation was established with the parameters obtained previously for the permeability characteristics of roof strata in the wind oxidation zone of Gubei Coal Mine. The grouting design was applied in actual engineering projects and its engineering effect has been proved to be satisfactory. The results indicate that superfine cement slurry whose water-cement ratio is 0.6 is a typical power-law slurry consistent with time-varying rheological parameters. It has better rheological properties during pumpable period, and its rheological parameters can be controlled by highly dispersive nano-SiO2 and polycarboxylate superplasticizer. For grouting in wind oxidized zone, comprehensive consideration must be given to effective permeability, porosity, and time-varying rheological parameters c0, k, and n. To realize effective diffusion of grouting in coal and rock mass, grouting pressure and diffusion time must be reasonably designed rather than excessively increased.
Mô tả: "Hindawi; Advances in Civil Engineering; Volume 2019, Article ID 2495850, 10 pages; https://doi.org/10.1155/2019/2495850"
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18554
ISSN: 1687-8086
1687-8094 (eISSN)
Bộ sưu tập: Bài báo_lưu trữ

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BBKH1276_TCCN_Grouting Reinforcement Technique.pdf
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