Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (6) :162-166    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
On the Key Points of Tunnel Invert Heaving and Its Prevention Measures
(1 Construction Management Branch Office of Qilu Transportation Development Group, Jinan 250000；2 Jinan Engineering Polytechnic,Jinan 250200)
Download: PDF (759KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The mechanism of tunnel invert heaving is analyzed from the three aspects of natural environment, hu? man factors and disaster, aiming at the hazards caused by tunnel invert heaving. Three hypotheses for simplification of differential equation of thin plate buckling are proposed, the seven key points affecting tunnel invert heaving are summarized, the applicability of the inspection method for the seven key points is analyzed, and the corresponding preventive measures are summarized. Based on the invert heaving inspection of certain tunnel, the correctness of this study is verified to some extent.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHANG Tiantao1 ZHANG Weiyi2
Keywords： Tunnel   Invert heaving   Mechanical behavior   Key points   Inspection methods   Prevention and control measures     
Abstract： The mechanism of tunnel invert heaving is analyzed from the three aspects of natural environment, hu? man factors and disaster, aiming at the hazards caused by tunnel invert heaving. Three hypotheses for simplification of differential equation of thin plate buckling are proposed, the seven key points affecting tunnel invert heaving are summarized, the applicability of the inspection method for the seven key points is analyzed, and the corresponding preventive measures are summarized. Based on the invert heaving inspection of certain tunnel, the correctness of this study is verified to some extent.
Keywords： Tunnel,   Invert heaving,   Mechanical behavior,   Key points,   Inspection methods,   Prevention and control measures     
Cite this article:   
ZHANG Tiantao1 ZHANG Weiyi2 .On the Key Points of Tunnel Invert Heaving and Its Prevention Measures[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(6): 162-166
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I6/162
　
No references of article
[1] WANG Mingnian1,2 GUO Xiaohan1,2 CUI Peng1,2 YU Li1,2.Discussion on the Key Techniques for Disaster Prevention, Evacuation and Rescue of Large-scale Railway Tunnel Group in High Altitude Area[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 1-7
[2] ZHU Yongsheng1 LI Pengfei2.Research Progress of Hoek-Brown Strength Criterion and Determination of Mechanical Parameters of Rock Mass[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 8-17
[3] ZHENG Yuchao1 ZHANG Wensheng1 SUN Keguo1 CAI Jialiang1 LI Jie2 LENG Biao1 ZHAO Ruiwen2.Study on the Stability of Large-Span Tunnel by Distinct Element Based Strength Reduction Method[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 18-25
[4] LIU Xuezeng1,2 CAI Xin3 DING Maorui3 CHEN Fubin3 DENG Feng3.Study on Health Evaluation Method of Large-Span Highway Tunnel with Fractured Surrounding Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 26-35
[5] TAO Weiming1 LI Huayun2 ZHANG Zhiqiang2 GUO Yongfa3.Study on the Shear Strength of Surrounding Rocks and Mechanical Behaviors of Supporting Structure of the Shallow-buried Tunnel in Swelling Soil[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 36-43
[6] MA Shiqiang1，2.On Relationship between Surrounding Rock Deformation and Surrounding Rock Pressure under Large Deformation of Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 44-50
[7] DU Jun1,2 MEI Zhirong2 FU Lilei3 CHEN Yongzhao3.Study on Working Face Stability of the Shallow-buried Tunnel in Soft Surrounding Rocks Based on Strength Reduction Theory[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 51-57
[8] GUO Chenggang1 GUO Yongfa2 ZHU Menglong3 ZHANG Qingwen3.Hydrogeological Investigation of the Underground River of Karst Tunnel in Carbonate Rock of Red Bed[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 58-64
[9] ZHAN Xianjun PEI Taotao ZHOU Jibing.Visualization Analysis of Metro Station Deformation Based on Thermodynamic Diagram[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 65-69
[10] CAI Yaning1 HUANG Qingjie2.Relevant Standards and Quality Management of the Mould for Reinforced Concrete Segments of Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 70-75
[11] YAN Tao1 LI Kunjie1 QIN Pengcheng1 CHEN Jingyu1,2 LIN Rui3 ZUO Qiang3.Calculation Method for the Surrounding Rock Pressure of Mined Lower Tunnel Structure of a Metro Station Built by Combination of Open Cut and Mined Method[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 76-82
[12] WANG Jun LIN Guojin.Study on the Characteristics of Secondary Lining Cracking under the Effect of Rheological Load[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 83-90
[13] LIN Zhibin ZHANG Boyang YANG Dafang.Simulation Study on Foundation Pit Excavation in Soft Soil Considering Effect of Creep and Seepage[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 91-98
[14] PENG Qi.Influence of Foundation Construction and Additional Load of Transfer Structure on Underneath Metro Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 99-104
[15] PENG Yan1,2 FANG Hui1,2 LV Qinyin1,2.Forward and Inversion Simulation of Tunnel Reflection Wave Tomography and a Contrastive Analysis of TRT Inversion[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 105-114
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY