Refined Simulation Analysis of Water Pressure of Tunnel Lining Based on Temperature Analogy Method

QIU Yue; HE Chuan; HE Cong; ZOU Yulin; HU Wei

doi:10.3969/j.issn.0258-2724.2018.03.003

Volume 31 Issue 3

Jun. 2018

Turn off MathJax

Article Contents

Abstract

References

Journal of Southwest Jiaotong University > 2018 > 53(3): 442-449.

LI Yanling, HUANG Limin, LIU Yeran, YANG Mingkai. Robustness Analysis for Contactless Moving Power Supply System with Different Compensation Topologies[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1230-1238. doi: 10.3969/j.issn.0258-2724.2016.06.025

Citation:

QIU Yue, HE Chuan, HE Cong, ZOU Yulin, HU Wei. Refined Simulation Analysis of Water Pressure of Tunnel Lining Based on Temperature Analogy Method[J]. Journal of Southwest Jiaotong University, 2018, 53(3): 442-449. doi: 10.3969/j.issn.0258-2724.2018.03.003

Citation:

PDF( 2885 KB)

Refined Simulation Analysis of Water Pressure of Tunnel Lining Based on Temperature Analogy Method

doi: 10.3969/j.issn.0258-2724.2018.03.003

QIU Yue^1
,,
HE Chuan^{1
,
,},
HE Cong²,
ZOU Yulin³,
HU Wei²

Received Date: 17 Nov 2016
Publish Date: 01 Jun 2018

Abstract

Abstract

In this study, the distribution of a lining's water pressure is calculated under different construction states including excavation, lining construction, and grouting to verify the accuracy and feasibility of the temperature analogy method in water pressure calculations. The results were compared with those of the theoretical analytical method and fluid-structure coupled method. Subsequently, the distribution of the lining's water pressure on transverse and longitudinal section was numerically explored through a refined model that includes a drainage system of a double lane highway tunnel. The results indicate that the water pressure of the lining significantly increases after lining construction and that a grouting circle can effectively reduce water pressure. The longitudinal distribution presents the characters of periodic variation above the longitudinal drain pipe, maximum water pressure occurs in the centre of two annular drain pipes, and minimum water pressure occurs in annular drain pipes. The transverse distribution presents an inverted gourd shape, minimum water pressure occurs in the arch foot, and maximum water pressure occurs in the vault and invert. Under the given computational assumptions, the maximum error between the temperature analogy method and theoretical analytical method is 0.3%, and the maximum error between the temperature analogy method and fluid-structure coupled method is 14.8%. Hence, the calculation precision satisfies the required engineering accuracy.
- temperature analogy method,
- water pressure of lining,
- theoretical analytical method,
- error analysis,
- waterproof and drainage system

FullText(HTML)

References(22)

References

王建宇.对隧道衬砌水压力荷载的讨论[J].现代隧道技术, 2006, 43(增刊1):67-73. http://d.old.wanfangdata.com.cn/Conference/6245816

WANG Jianyu. Discussion of the tunnel lining water pressure load[J]. Modem Tunnelling Technology, 2006, 43(Sup.1):67-73. http://d.old.wanfangdata.com.cn/Conference/6245816

任旭华, 陈祥荣, 单治钢.富水区深埋长隧洞工程中的主要水问题及对策[J].岩石力学与工程学报, 2004, 23(11):1924-1929. doi: 10.3321/j.issn:1000-6915.2004.11.025

REN Xuhua, CHEN Xiangrong, SHAN Zhigang. Water problems and corresponding countering measures in projects of deep-lying long tunnels location in water-rich regions[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11):1924-1929. doi: 10.3321/j.issn:1000-6915.2004.11.025

中华人民共和国水利部. SL279-2002水工隧洞设计规范[S].北京: 中国水利水电出版社, 2002.

王建宇.隧道围岩渗流和衬砌水压力荷载[J].铁道建筑技术, 2008(2):1-6. doi: 10.3969/j.issn.1009-4539.2008.02.001

WANG Jianyu. Problems on external water pressure on tunnel lining[J]. Railway Construction Technology, 2008(2):1-6. doi: 10.3969/j.issn.1009-4539.2008.02.001

王建秀, 杨立中, 何静.深埋隧道外水压力计算的解析-数值法[J].水文地质工程地质, 2002, 29(3):17-19. doi: 10.3969/j.issn.1000-3665.2002.03.005

WANG Jianxiu, YANG Lizhong, HE Jing. The simulation of deep tunnel external water pressure by analytical-numerical method[J]. Hydrogeology and Engineering Geology, 2002, 29(3):17-19. doi: 10.3969/j.issn.1000-3665.2002.03.005

郑波.隧道衬砌水压力荷载的实用化计算研究[D].成都: 中国铁道科学研究院, 2010. http://cdmd.cnki.com.cn/Article/CDMD-83801-1012566690.htm

王建宇.再谈隧道衬砌水压力[J].现代隧道技术, 2003, 40(3):5-10. doi: 10.3969/j.issn.1009-6582.2003.03.002

WANG Jianyu. Once more on hydraulic pressure upon lining[J]. Modern Tunnelling Technology, 2003, 40(3):5-10. doi: 10.3969/j.issn.1009-6582.2003.03.002

许玉景, 孙克俐, 黄福才. ANSYS软件在土坝渗流稳定计算中的应用[J].水力发电, 2003, 29(4):69-71. doi: 10.3969/j.issn.0559-9342.2003.04.020

XU Yujing, SUN Keli, HUANG Fucai. Application of ANSYS in the earth dam seepage flow stability computation[J]. Journal of Hydroelectric Engineering, 2003, 29(4):69-71. doi: 10.3969/j.issn.0559-9342.2003.04.020

李耀柱, 林钢.基于ANSYS温度场模拟的均质土坝稳定渗流数值计算[J].水运工程, 2009(2):48-51. doi: 10.3969/j.issn.1002-4972.2009.02.011

LI Yaozhu, LIN Gang. Computation of stable seepage flow of homogeneous earth dam based on the ANSYS function of temperature field method[J]. Protection and Waterway Engineering, 2009(2):48-51. doi: 10.3969/j.issn.1002-4972.2009.02.011

贺晓明, 李智录, 王淑贤.利用ANSYS热分析模块分析渗流场问题的探究[J].工程地质计算机应用, 2005(4):26-29. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK200501787604

张政.岩溶地区公路隧道渗漏水处治原则研究[D].成都: 西南交通大学, 2014. http://cdmd.cnki.com.cn/Article/CDMD-10613-1014253323.htm

蒋进.高压富水地层山岭隧道衬砌受力机制探讨与结构设计[D].重庆: 重庆交通大学, 2012. http://cdmd.cnki.com.cn/Article/CDMD-10618-1013136884.htm

郑波, 王建宇.圆形隧道围岩与衬砌渗透力解析解[J].武汉理工大学学报:交通科学与工程版, 2011, 35(1):19-23. http://d.old.wanfangdata.com.cn/Periodical/whjtkjdxxb201101005

ZHENG Bo, WANG Jianyu. Analytical solutions for seepage forces of circular tunnel surrounding ground and lining[J]. Journal of Wuhan University of Technology:Transportation Science & Engineering, 2011, 35(1):19-23. http://d.old.wanfangdata.com.cn/Periodical/whjtkjdxxb201101005

王秀英, 王梦恕, 张弥.山岭隧道堵水限排衬砌外水压力研究[J].岩土工程学报, 2005, 27(1):125-127. doi: 10.3321/j.issn:1000-4548.2005.01.022

WANG Xiuying, WANG Mengshu, ZHANG Mi. Research on regulating water pressure acting on mountain tunnels by blocking ground water and limiting discharge[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1):125-127. doi: 10.3321/j.issn:1000-4548.2005.01.022

王秀英, 王梦恕, 张弥.计算隧道排水量及衬砌外水压力的一种简化方法[J].北方交通大学学报, 2004, 28(1):8-10. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb200401003

WANG Xiuying, WANG Mengshu, ZHANG Mi. A simple method to calculate tunnel discharge and external water pressure on lining[J]. Journal of Northern Jiaotong University, 2004, 28(1):8-10. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb200401003

庄宁, 朱合华, 杨向东, 等.高水压下隧洞合理断面形状研究[J].地下空间与工程学报, 2005, 1(5):713-716. http://d.old.wanfangdata.com.cn/Periodical/dxkj200505014

ZHUANG Ning, ZHU Hehua, YANG Xiangdong, et al. Research on proper cross section shape of high water pressure tunnel[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(5):713-716. http://d.old.wanfangdata.com.cn/Periodical/dxkj200505014

王志杰, 何晟亚, 袁晔, 等.基于等效周长法研究隧道衬砌水压力荷载及内力[J].铁道科学与工程学报, 2015, 12(3):577-583. doi: 10.3969/j.issn.1672-7029.2015.03.019

WANG Zhijie, HE Shengya, YUAN Ye, et al. Study on water pressure load and internal force of tunnel lining based on the method of equivalent perimeter alternative[J]. Journal of Railway Science and Engineering, 2015, 12(3):577-583. doi: 10.3969/j.issn.1672-7029.2015.03.019

何明磊, 胡磊, 孟祥磊.隧道衬砌水压力荷载及内力研究[J].铁道标准设计, 2014, 58(2):79-83. http://d.old.wanfangdata.com.cn/Periodical/tdbzsj201402019

HE Minglei, HU Lei, MENG Xianglei. Research on water pressure load and internal force of tunnel lining[J]. Railway Standard Design, 2014, 58(2):79-83. http://d.old.wanfangdata.com.cn/Periodical/tdbzsj201402019

邱月, 何聪, 邹育麟, 等.富水隧道基于温度比拟法的合理注浆参数研究[J].铁道科学与工程学报, 2016, 13(4):723-729. doi: 10.3969/j.issn.1672-7029.2016.04.020

QIU Yue, HE Cong, ZOU Yulin, et al. Study on the appropriate parameters of grouting circle for tunnel base on temperature analogy method in water-enriched region[J]. Journal of Railway Science and Engineering, 2016, 13(4):723-729. doi: 10.3969/j.issn.1672-7029.2016.04.020

中华人民共和国水利部. GB50487-2008水利水电工程地质勘查规范[S].北京: 中国水利水电出版社, 2009.

邹育麟.高速公路营运隧道渗漏水防治与维护综合技术研究[D].成都: 西南交通大学, 2015.

何聪.高压富水地区隧道渗流场分析与衬砌抗水压力对策研究[D].成都: 西南交通大学, 2015. http://cdmd.cnki.com.cn/Article/CDMD-10613-1015338634.htm

Relative Articles

Supplements(0)

Cited By

Proportional views