Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake
Waterproofing of the urban under-lake tunnels is directly related to the operation safety of tunnel projects.In order to analyze the waterproof performance of the tunnel,this paper establishes a three-dimensional numerical model of the tunnel under the lake based on the real tunnel structure,simulat...
Saved in:
Main Authors: | , , , , , , |
---|---|
Format: | Article |
Language: | zho |
Published: |
Editorial Office of Pearl River
2021-01-01
|
Series: | Renmin Zhujiang |
Subjects: | |
Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.10.009 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1841535670650142720 |
---|---|
author | WANG Hao LIU Guang WANG Jingfeng ZHANG Xingqi PU Yubing YAN Zhong DING Zhaodong |
author_facet | WANG Hao LIU Guang WANG Jingfeng ZHANG Xingqi PU Yubing YAN Zhong DING Zhaodong |
author_sort | WANG Hao |
collection | DOAJ |
description | Waterproofing of the urban under-lake tunnels is directly related to the operation safety of tunnel projects.In order to analyze the waterproof performance of the tunnel,this paper establishes a three-dimensional numerical model of the tunnel under the lake based on the real tunnel structure,simulates the seepage state of the tunnel under different water depths and soil thickness through FLAC3D,and obtains the pore water pressure cloud map of the tunnel under different conditions.It is found that the maximum pore water pressure occurs at the top and outside of the tunnel,so improving anti-seepage measures shall be taken at these areas.After comparison of the anti-seepage performance of the concrete with different impermeable layer thickness by the numerical method,the results show that the anti-seepage performance of the concrete will be significantly enhanced with the increase of impermeable layer thickness. |
format | Article |
id | doaj-art-05aab293502e47be85cd15febd131d00 |
institution | Kabale University |
issn | 1001-9235 |
language | zho |
publishDate | 2021-01-01 |
publisher | Editorial Office of Pearl River |
record_format | Article |
series | Renmin Zhujiang |
spelling | doaj-art-05aab293502e47be85cd15febd131d002025-01-15T02:28:43ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352021-01-014247647074Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan LakeWANG HaoLIU GuangWANG JingfengZHANG XingqiPU YubingYAN ZhongDING ZhaodongWaterproofing of the urban under-lake tunnels is directly related to the operation safety of tunnel projects.In order to analyze the waterproof performance of the tunnel,this paper establishes a three-dimensional numerical model of the tunnel under the lake based on the real tunnel structure,simulates the seepage state of the tunnel under different water depths and soil thickness through FLAC3D,and obtains the pore water pressure cloud map of the tunnel under different conditions.It is found that the maximum pore water pressure occurs at the top and outside of the tunnel,so improving anti-seepage measures shall be taken at these areas.After comparison of the anti-seepage performance of the concrete with different impermeable layer thickness by the numerical method,the results show that the anti-seepage performance of the concrete will be significantly enhanced with the increase of impermeable layer thickness.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.10.009under-lake tunnelseepagenumerical calculationconcreteimpermeable layer |
spellingShingle | WANG Hao LIU Guang WANG Jingfeng ZHANG Xingqi PU Yubing YAN Zhong DING Zhaodong Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake Renmin Zhujiang under-lake tunnel seepage numerical calculation concrete impermeable layer |
title | Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake |
title_full | Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake |
title_fullStr | Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake |
title_full_unstemmed | Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake |
title_short | Numerical Analysis of Seepage Field Characteristics for Tunnel Engineering at Shaoquan Lake |
title_sort | numerical analysis of seepage field characteristics for tunnel engineering at shaoquan lake |
topic | under-lake tunnel seepage numerical calculation concrete impermeable layer |
url | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.10.009 |
work_keys_str_mv | AT wanghao numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT liuguang numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT wangjingfeng numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT zhangxingqi numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT puyubing numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT yanzhong numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake AT dingzhaodong numericalanalysisofseepagefieldcharacteristicsfortunnelengineeringatshaoquanlake |