Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20290
Nhan đề: Soil Improvement of EPBS Construction in High Water Pressure and High Permeability Sand Stratum
Tác giả: Wang, Shimin
Lu, Xixi
Wang, Xianming
He, Chuan
Xia, Xin
Ruan, Lei
Jian, Yunqi
Từ khoá: Soil Improvemen
EPBS Construction
High Water Pressure
High Permeability Sand Stratum
Civil Engineering
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited
Tóm tắt: A mud-water balance shield is the preferred method for the high permeability and high water pressure stratum, but when restricted by construction and environmental conditions, the shield must be constructed with the earth pressure balance shield (EPBS).Theriskofslagsprayingisextremelyhighduringconstruction,andthisoftenresultsingreathiddendangersthatthreaten workers’safetyduringtheconstructionofthetunnel.Slagimprovementisaneffectivemeasuretopreventslagspraying,andthe relevant research is bringing more and more attention to this activity. Based on the background for the tunnel project of Shangteng-Dadao Section of the No. 1 line for Fuzhou Rail Transit, ratio method is proposed for the combined application of sodium bentonite-carboxymethyl cellulose-polyacrylamide adopted by laboratory test focusing on the challenge of residual soil spraying for earth pressure balance shield under the stratum with high water pressure and high permeability; consequently, the best improvement program is suggested for the constructionusing earth pressure balanceshield on this typical kind of stratum, which canbe briefly describedas therespectivemixing of 2.5%and 0.5% accounting forthesand volumebyswelling soilwith a concentration of 10%, sodium bentonite-CMC mixed mud with a concentration of 5%, and polyacrylamide solution with a concentration ranging from 3% to 4%; furthermore, the results for the field application are random inspected.
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20290
ISSN: 1687-8086
1687-8094 (eISSN)
Bộ sưu tập: Bài báo_lưu trữ

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BBKH1536_TCCN_Soil Improvement.pdf
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