Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology

In order to solve the problems of grouting diffusion and invisible formation process in shield slurry film forming test, transparent soil and transparent slurry were introduced to carry out shield mud film test based on shield grouting model. Using laser imaging combined with CCD camera (high-speed...

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Main Authors: Liang Henghui, Shi Zhipeng, Ni Xiaodong, Chen Songjie, Zeng Qiankun
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Subjects:
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/36/e3sconf_aepee2021_01024.pdf
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spelling doaj-463a286c7c1249acacaeb704b07b33662021-05-28T14:41:16ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012600102410.1051/e3sconf/202126001024e3sconf_aepee2021_01024Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technologyLiang Henghui0Shi Zhipeng1Ni Xiaodong2Chen SongjieZeng QiankunWuxi Metro Group Co., LtdHohai UniversityHohai UniversityIn order to solve the problems of grouting diffusion and invisible formation process in shield slurry film forming test, transparent soil and transparent slurry were introduced to carry out shield mud film test based on shield grouting model. Using laser imaging combined with CCD camera (high-speed industrial camera) rapid capture photography technology, through a series of visible physical model tests of slurry diffusion and mud film development under different working conditions, the temporal and spatial conditions of slurry diffusion were observed and recorded in real time to explore the slurry diffusion law and the formation mechanism of mud film in slurry shield excavation face.The phenomenon shows that the smaller the grouting pressure is, the more favorable the formation of mud film is.The mud penetration distance is generally proportional to the grouting pressure.The infiltration distance of the grout increases with time, and the infiltration distance of the grout is similar at each moment under the same grouting pressure. The leachate volume and time show a quadratic function roughly under the same density and mud pressure, and the increase rate of the leachate volume begins to slow down with time.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/36/e3sconf_aepee2021_01024.pdfmud filmshieldtransparent soilvisualization research
collection DOAJ
language English
format Article
sources DOAJ
author Liang Henghui
Shi Zhipeng
Ni Xiaodong
Chen Songjie
Zeng Qiankun
spellingShingle Liang Henghui
Shi Zhipeng
Ni Xiaodong
Chen Songjie
Zeng Qiankun
Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
E3S Web of Conferences
mud film
shield
transparent soil
visualization research
author_facet Liang Henghui
Shi Zhipeng
Ni Xiaodong
Chen Songjie
Zeng Qiankun
author_sort Liang Henghui
title Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
title_short Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
title_full Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
title_fullStr Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
title_full_unstemmed Visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
title_sort visual experimental study on development of mud film in slurry shield excavation face based on transparent soil technology
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description In order to solve the problems of grouting diffusion and invisible formation process in shield slurry film forming test, transparent soil and transparent slurry were introduced to carry out shield mud film test based on shield grouting model. Using laser imaging combined with CCD camera (high-speed industrial camera) rapid capture photography technology, through a series of visible physical model tests of slurry diffusion and mud film development under different working conditions, the temporal and spatial conditions of slurry diffusion were observed and recorded in real time to explore the slurry diffusion law and the formation mechanism of mud film in slurry shield excavation face.The phenomenon shows that the smaller the grouting pressure is, the more favorable the formation of mud film is.The mud penetration distance is generally proportional to the grouting pressure.The infiltration distance of the grout increases with time, and the infiltration distance of the grout is similar at each moment under the same grouting pressure. The leachate volume and time show a quadratic function roughly under the same density and mud pressure, and the increase rate of the leachate volume begins to slow down with time.
topic mud film
shield
transparent soil
visualization research
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/36/e3sconf_aepee2021_01024.pdf
work_keys_str_mv AT lianghenghui visualexperimentalstudyondevelopmentofmudfilminslurryshieldexcavationfacebasedontransparentsoiltechnology
AT shizhipeng visualexperimentalstudyondevelopmentofmudfilminslurryshieldexcavationfacebasedontransparentsoiltechnology
AT nixiaodong visualexperimentalstudyondevelopmentofmudfilminslurryshieldexcavationfacebasedontransparentsoiltechnology
AT chensongjie visualexperimentalstudyondevelopmentofmudfilminslurryshieldexcavationfacebasedontransparentsoiltechnology
AT zengqiankun visualexperimentalstudyondevelopmentofmudfilminslurryshieldexcavationfacebasedontransparentsoiltechnology
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