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http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20290
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Trường DC | Giá trị | Ngôn ngữ |
---|---|---|
dc.contributor.author | Wang, Shimin | - |
dc.contributor.author | Lu, Xixi | - |
dc.contributor.author | Wang, Xianming | - |
dc.contributor.author | He, Chuan | - |
dc.contributor.author | Xia, Xin | - |
dc.contributor.author | Ruan, Lei | - |
dc.contributor.author | Jian, Yunqi | - |
dc.date.accessioned | 2020-07-14T00:52:56Z | - |
dc.date.available | 2020-07-14T00:52:56Z | - |
dc.date.issued | 2019 | - |
dc.identifier.issn | 1687-8086 | - |
dc.identifier.issn | 1687-8094 (eISSN) | - |
dc.identifier.other | BBKH1536 | - |
dc.identifier.uri | http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20290 | - |
dc.description.abstract | 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. | vi |
dc.language.iso | en | vi |
dc.publisher | Hindawi Limited | vi |
dc.subject | Soil Improvemen | vi |
dc.subject | EPBS Construction | vi |
dc.subject | High Water Pressure | vi |
dc.subject | High Permeability Sand Stratum | vi |
dc.subject | Civil Engineering | vi |
dc.title | Soil Improvement of EPBS Construction in High Water Pressure and High Permeability Sand Stratum | vi |
dc.type | Other | vi |
Bộ sưu tập: | Bài báo_lưu trữ |
Các tập tin trong tài liệu này:
Tập tin | Mô tả | Kích thước | Định dạng | |
---|---|---|---|---|
BBKH1536_TCCN_Soil Improvement.pdf Giới hạn truy cập | Soil Improvement of EPBS Construction in High Water Pressure and High Permeability Sand Stratum | 5.21 MB | Adobe PDF | Xem/Tải về Yêu cầu tài liệu |
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