AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (3.9 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Open Access

Research on the Sensitivity of Factors Affecting the Stability of Slurry Shield Excavation Face and Control Parameter Optimization

Xinrong Liu1,2( ), Dongshuang Liu1, Qiang Chen1, Xiaohan Zhou1, Fei Xiong1
School of Civil Engineering, Chongqing University, Chongqing 400045, P.R. China
National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas(Chongqing), Chongqing 400045, P.R. China
Show Author Information

Abstract

Disturbance of the excavation surface caused by mud-water shield tunneling causes formation settlement. The main influencing factors are tunnel depth, mud weight, cutter opening ratio, propulsion speed, grouting pressure, soil properties (including cohesion and internal friction angle), and other engineering measures during construction. Based on the orthogonal test principle, the finite difference software FLAC3 D was used to study the global sensitivity of the influencing factors, and the tunneling parameters were also discussed. The results show that the internal friction angle has the most significant influence on the settlement index, followed by the propulsion speed, cohesion and mud weight, which are the main influencing factors. However, the influence of tunnel burial depth, cutter head opening ratio and grouting pressure on settlement is basically the same, which is a secondary influencing factor. In actual construction, the shield advancement speed and mud weight mainly control the ground settlement, while the mud weight and cutterhead opening ratio mainly affect the stability of the shield itself.

CLC number: U231.3 Document code: A Article ID: 1673-0836(2022)06-1954-08

References

【1】
【1】
 
 
Chinese Journal of Underground Space and Engineering
Pages 1954-1961

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Liu X, Liu D, Chen Q, et al. Research on the Sensitivity of Factors Affecting the Stability of Slurry Shield Excavation Face and Control Parameter Optimization. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1954-1961. https://doi.org/10.20174/j.juse.2022.06.024

465

Views

1

Downloads

0

Crossref

0

Scopus

0

CSCD

Received: 10 April 2022
Published: 01 December 2022
© 2022 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).