Residential Collegefalse
Status已發表Published
Grouting for water and mud inrush control in weathered granite tunnel: A case study
Jin-Quan Liu1; Ka-Veng Yuen1; Wei-Zhong Chen2,3; Xiao-Sheng Zhou4; Wei-Wang5
2020-12-20
Source PublicationEngineering Geology
ISSN0013-7952
Volume279Pages:105896
Abstract

This paper presents a case study of curtain grouting to prevent water and mud inrush disasters for a weathered granite tunnel in Guangxi, China. First, the basic information of the Junchang tunnel is given, including ground conditions, water and mud inrush disasters, and the subsequent prevention countermeasures. Then, we present the original grouting design and procedure, and the field operation of 25 grouting cycles and excavations for the evaluation of the grouting effect and suggestion for future grouting work. Based on the field investigation, the values of the major grouting parameters are suggested, including grouting thickness of 5– 8 m, grouting length of 15– 18 m (3– 3.6 times of thickness), and per-meter grouting volume of 34.2 m3. Furthermore, the guidelines for composite materials selection are proposed for the various flowing water environments. Moreover, the space positions and water quality of the inspection boreholes and the original water richness of the ground should be taken into consideration in the grouting evaluation criteria. The optimized grouting parameters, materials selection and evaluation criteria provide important references for disasters prevention in similar projects.

KeywordCurtain Grouting Water And Mud Inrush Control Completely Weathered Granite Grouting Effect Evaluation Tunnel Engineering
DOI10.1016/j.enggeo.2020.105896
URLView the original
Indexed BySCIE
Language英語English
WOS Research AreaEngineering ; Geology
WOS SubjectEngineering, Geological ; Geosciences, Multidisciplinary
WOS IDWOS:000597310200036
PublisherELSEVIER, RADARWEG 29, 1043 NX AMSTERDAM, NETHERLANDS
Scopus ID2-s2.0-85096164229
Fulltext Access
FWCI3.2672622
Citation statistics
Document TypeJournal article
CollectionDEPARTMENT OF COMPUTER AND INFORMATION SCIENCE
Faculty of Science and Technology
THE STATE KEY LABORATORY OF INTERNET OF THINGS FOR SMART CITY (UNIVERSITY OF MACAU)
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorKa-Veng Yuen
Affiliation1.State Key Laboratory on Internet of Things for Smart City and Department of Civil and Environmental Engineering,University of Macau,Macau,999078,China
2.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,430071,China
3.Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,250061,China
4.Guangxi Xinda Highway Co.,Ltd,Nanning,530021,China
5.Department of Computer and Information Science,University of Macau,Macao,999078,China
First Author AffilicationUniversity of Macau
Corresponding Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Jin-Quan Liu,Ka-Veng Yuen,Wei-Zhong Chen,et al. Grouting for water and mud inrush control in weathered granite tunnel: A case study[J]. Engineering Geology,2020,279:105896.
APA Jin-Quan Liu,Ka-Veng Yuen,Wei-Zhong Chen,Xiao-Sheng Zhou,&Wei-Wang.(2020).Grouting for water and mud inrush control in weathered granite tunnel: A case study.Engineering Geology,279,105896.
MLA Jin-Quan Liu,et al."Grouting for water and mud inrush control in weathered granite tunnel: A case study".Engineering Geology 279(2020):105896.
Files in This Item:
There are no files associated with this item.
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[Jin-Quan Liu]'s Articles
[Ka-Veng Yuen]'s Articles
[Wei-Zhong Chen]'s Articles
Baidu academic
Similar articles in Baidu academic
[Jin-Quan Liu]'s Articles
[Ka-Veng Yuen]'s Articles
[Wei-Zhong Chen]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[Jin-Quan Liu]'s Articles
[Ka-Veng Yuen]'s Articles
[Wei-Zhong Chen]'s Articles
Terms of Use
No data!
Social Bookmark/Share
All comments (0)
No comment.
 

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.