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Trường DCGiá trị Ngôn ngữ
dc.contributor.authorWang, Shimin-
dc.contributor.authorLu, Xixi-
dc.contributor.authorWang, Xianming-
dc.contributor.authorHe, Chuan-
dc.contributor.authorXia, Xin-
dc.contributor.authorRuan, Lei-
dc.contributor.authorJian, Yunqi-
dc.date.accessioned2020-07-14T00:52:56Z-
dc.date.available2020-07-14T00:52:56Z-
dc.date.issued2019-
dc.identifier.issn1687-8086-
dc.identifier.issn1687-8094 (eISSN)-
dc.identifier.otherBBKH1536-
dc.identifier.urihttp://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/20290-
dc.description.abstractA 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.isoenvi
dc.publisherHindawi Limitedvi
dc.subjectSoil Improvemenvi
dc.subjectEPBS Constructionvi
dc.subjectHigh Water Pressurevi
dc.subjectHigh Permeability Sand Stratumvi
dc.subjectCivil Engineeringvi
dc.titleSoil Improvement of EPBS Construction in High Water Pressure and High Permeability Sand Stratumvi
dc.typeOthervi
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