Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2021, Vol. 58 Issue (6) :233-243    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Comprehensive Treatment Scheme and Design Suggestions on Inverted Arch Defects in Water-rich Soft Rock Tunnels
(Guizhou Transportation Planning Survey & Design Academe Co., Ltd., Guiyang 550081)
Download: PDF (5765KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The problem of highway tunnel defects has become an unavoidable factor that affects traffic safety. Tak? ing a water-rich soft rock expressway tunnel as the research object, and in combination with the tunnel hydrogeological conditions and the tunnel defect conditions, the causes of inverted arch defects are analyzed, the simulation analysis is carried out by a numerical calculation software, and then the complete treatment measures are proposed accordingly. Actual results show that the treatment measures are reasonable and effective. On this basis, a set of treatment schemes is summarized for defects in the tunnel inverted arch in weak surrounding rock with rich groundwater,so as to provide references for treating the defects of the inverted arch under similar conditions and to put forward some suggestions for tunnel design under similar conditions.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
WU Mingfang CHUN Junwei
KeywordsHighway tunnel   Water-rich soft rock   Inverted arch defects   Treatment measures     
Abstract: The problem of highway tunnel defects has become an unavoidable factor that affects traffic safety. Tak? ing a water-rich soft rock expressway tunnel as the research object, and in combination with the tunnel hydrogeological conditions and the tunnel defect conditions, the causes of inverted arch defects are analyzed, the simulation analysis is carried out by a numerical calculation software, and then the complete treatment measures are proposed accordingly. Actual results show that the treatment measures are reasonable and effective. On this basis, a set of treatment schemes is summarized for defects in the tunnel inverted arch in weak surrounding rock with rich groundwater,so as to provide references for treating the defects of the inverted arch under similar conditions and to put forward some suggestions for tunnel design under similar conditions.
KeywordsHighway tunnel,   Water-rich soft rock,   Inverted arch defects,   Treatment measures     
Cite this article:   
WU Mingfang CHUN Junwei .Comprehensive Treatment Scheme and Design Suggestions on Inverted Arch Defects in Water-rich Soft Rock Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(6): 233-243
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2021/V58/I6/233
 
No references of article
[1] MA Qianying YE Jiachao JIANG Xiaohui.Study on Ground Settlement Prediction in Shield Tunnel Construction Considering Soil Arching Effect[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 148-154
[2] FENG Jimeng1,2 JIANG Hui1,2 DING Xiaoqi1,2 YU Longping1,2 ZHANG Junru1,2.Progresses and Challenges in Research on Parallel Double-tube Tunnels Crossing Landslides[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 1-10
[3] LU Guannan1 WANG Peng1 YANG Yun2 MAO Chengjun3 WU Yongjing4 WU Jianfeng3.Review of Researches on Groundwater Seepage Induced Crystallization and Blockage Mechanism and Scale Inhibition Technology in the Tunnel Drainage System in Karst Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 11-20
[4] DONG Jiansong.Construction Technology of Xiamen Haicang Subsea Tunnel Crossing Weathered Trough[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 197-203
[5] FU Lei MA Xin SHAO Wei.Effect of Cold Water Mixing Modes on Prediction of High Geo-temperature Induced Heat Hazards in Tunnelling in South Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 21-30
[6] HUA Xiaoming LUO Chenxi GOU Xiaojun ZHANG Haichao.Analysis on Land Surface Geothermal Spatial Distribution Characteristics of Long and Deep Tunnels Based on Landsat 8 Remote Sensing Images: A Case Study of Gaoligongshan Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 31-37
[7] WANG Mingnian1,2 CUI Peng1,2 YU Li1,2 LU Xudong3 HU Xiaoyue1,2 XIA Pengxi1,2.Study on Relationship between Relative Maximum Oxygen Uptake and Personnel Evacuation Capacity Based on the Step Test[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 38-45
[8] ZHOU Xiaojun1 GUO Jian1 YANG Changyu2 QING Weichen2 XIONG Guoxing2 KUANG Wentao2.Study on the Partition Mode of Prefabricated and Assembled Secondary Lining of Double-track Railway Tunnels by Drilling and Blasting Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 46-58
[9] HE Leping1 XU Yingdong1 HU Qijun1 CAI Qijie2.Assessment of Large Deformation Risk in Soft Rock Tunnels Based on Game Theory - Cloud Model[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 85-94
[10] HAO Junsuo.Study on Key Intelligent Construction Technologies of Super-long and Deepburied Hydraulic Tunnels under Complex Geological Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 188-196
[11] WEI Gang1 HAO Wei2 WEI Xinjiang1 WANG Xiao2 ZHANG Shuyuan2.Numerical Simulation Study on Whole Construction Process of Vertical Pipe Jacking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 59-67
[12] XIAO Zunqun1,2,3 CAO Tongtong1 XU Caiyun1 YANG Kai2 DONG Qiongying1 JIANG Yinan1.Superposition Principle Based Numerical Estimation Method of Jacking Force of Vertical Curved Jacking Pipes with Large Rectangular Section[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 68-76
[13] XU Gongyun1 XU Wanghao1,2 YAO Zhigang1 FANG Yong1 LIU Sijin3.Analysis on Influence of Penetration Angle on Disc Cutter Impact Based on Three-dimensional RBD-DEM Coupling Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 77-84
[14] LAI Hongpeng1 WANG Bin1 LIU Yuyang2.A Calculation Method of Surrounding Rock Pressure of Shallow-buried Loess Tunnels under Considering Ground Cracking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 95-101
[15] ZHANG Dongmei1,2 CHEN Congcen2.Time-dependent Reliability Analysis of Shield Tunnel Structure under Corrosion Conditions of Segment Rebars and Bolts[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 111-120
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY