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Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction

INTRODUCTION: Beijing subway line 14 includes four stations and approximately 2.8 km of tunnels between the Dongfengbeiqiao and Jingshunlu areas of the city. Due to the surface and underground space limitations of this section, a double-track running tunnel instead of two single-track running tunnel...

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Autores principales: Li, Xinggao, Yuan, Dajun, Guo, Yuhai, Cai, Zhiyong
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer International Publishing 2016
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5121113/
https://www.ncbi.nlm.nih.gov/pubmed/27933260
http://dx.doi.org/10.1186/s40064-016-3672-5
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author Li, Xinggao
Yuan, Dajun
Guo, Yuhai
Cai, Zhiyong
author_facet Li, Xinggao
Yuan, Dajun
Guo, Yuhai
Cai, Zhiyong
author_sort Li, Xinggao
collection PubMed
description INTRODUCTION: Beijing subway line 14 includes four stations and approximately 2.8 km of tunnels between the Dongfengbeiqiao and Jingshunlu areas of the city. Due to the surface and underground space limitations of this section, a double-track running tunnel instead of two single-track running tunnels was adopted to connect the two stations. The double-track tunnels were excavated by a 10.22 m diameter earth pressure balance (EPB) shield. It was the first time that an EPB shield more than 10 m in diameter was used in Beijing subway construction. CASE DESCRIPTION: The shield, which passes underneath densely built-up areas of the city and is equipped with a spoke-type cutterhead, with balance between the ground pressure and the earth chamber pressure at the tunnel face, is of great importance. Referring to experiences gained in the EPB shield tunneling, attention was paid to the function of soil conditioning and simultaneous backfilling grouting of the shield, and some special designs were considered in manufacturing the machine. DISCUSSION AND EVALUATION: In addition to the agitating rods welded to the cutterhead, two independently driven agitators were added to fully mix everything in the earth chamber. Independent pipelines were arranged for injecting different conditioning agents. Indoor tests in combination with field tests were conducted to find suitable additives and injection ratios of the additives, and determine the mix ratio of the two-component grout for simultaneous backfilling grouting. A scheme was employed for simultaneously injecting the bentonite slurry at 8% concentration and the foam liquid at 5% concentration to condition the excavated soil. The cement–sodium silicate grout was adopted to fill the tail void and the injection volume per ring was 14.1–15.3 m(3). CONCLUSIONS: The performance of the shield and evaluation of the corresponding tunneling technologies are introduced in terms of the shield tunneling induced ground surface settlements. The success of the project is of great significance to Beijing subway construction and underground space utilization. The findings serve as a useful reference for similar projects.
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spelling pubmed-51211132016-12-08 Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction Li, Xinggao Yuan, Dajun Guo, Yuhai Cai, Zhiyong Springerplus Case Study INTRODUCTION: Beijing subway line 14 includes four stations and approximately 2.8 km of tunnels between the Dongfengbeiqiao and Jingshunlu areas of the city. Due to the surface and underground space limitations of this section, a double-track running tunnel instead of two single-track running tunnels was adopted to connect the two stations. The double-track tunnels were excavated by a 10.22 m diameter earth pressure balance (EPB) shield. It was the first time that an EPB shield more than 10 m in diameter was used in Beijing subway construction. CASE DESCRIPTION: The shield, which passes underneath densely built-up areas of the city and is equipped with a spoke-type cutterhead, with balance between the ground pressure and the earth chamber pressure at the tunnel face, is of great importance. Referring to experiences gained in the EPB shield tunneling, attention was paid to the function of soil conditioning and simultaneous backfilling grouting of the shield, and some special designs were considered in manufacturing the machine. DISCUSSION AND EVALUATION: In addition to the agitating rods welded to the cutterhead, two independently driven agitators were added to fully mix everything in the earth chamber. Independent pipelines were arranged for injecting different conditioning agents. Indoor tests in combination with field tests were conducted to find suitable additives and injection ratios of the additives, and determine the mix ratio of the two-component grout for simultaneous backfilling grouting. A scheme was employed for simultaneously injecting the bentonite slurry at 8% concentration and the foam liquid at 5% concentration to condition the excavated soil. The cement–sodium silicate grout was adopted to fill the tail void and the injection volume per ring was 14.1–15.3 m(3). CONCLUSIONS: The performance of the shield and evaluation of the corresponding tunneling technologies are introduced in terms of the shield tunneling induced ground surface settlements. The success of the project is of great significance to Beijing subway construction and underground space utilization. The findings serve as a useful reference for similar projects. Springer International Publishing 2016-11-24 /pmc/articles/PMC5121113/ /pubmed/27933260 http://dx.doi.org/10.1186/s40064-016-3672-5 Text en © The Author(s) 2016 Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
spellingShingle Case Study
Li, Xinggao
Yuan, Dajun
Guo, Yuhai
Cai, Zhiyong
Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title_full Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title_fullStr Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title_full_unstemmed Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title_short Use of a 10.22 m diameter EPB shield: a case study in Beijing subway construction
title_sort use of a 10.22 m diameter epb shield: a case study in beijing subway construction
topic Case Study
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5121113/
https://www.ncbi.nlm.nih.gov/pubmed/27933260
http://dx.doi.org/10.1186/s40064-016-3672-5
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