Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2017, Vol. 54 Issue (2) :1-8    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Roles and Structures of Cold-Proof Drainage Tunnels for Different Permafrost Tunnels
(1 Department of Geotechnical Engineering, Tongji University, Shanghai 200092; 2 China Railway Siyuan Survey and Design Group Co. Ltd., Wuhan 430063)
Download: PDF (4771KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Most tunnels built in cold regions suffer from frost damages such as lining cracking, icing up on the side-wall and icy pavement, which seriously affect normal tunnel operation and threaten the safety of the tunnels.As a common water drainage method in cold areas, cold-proof drainage tunnels are widely used in tunnelling, but drainage effects are quite different for different tunnels due to minimal research of the mechanisms of cold-proof drainage tunnels and improper implementation of the cold-proofdrainage tunnels. By analyzing the roles of coldproof drainage tunnels in different permafrost situations, this paper presents the applicability of and design requirements for cold-proof drainage tunnels. Considering these drainage tunnels just function as water channels in stable frozen and local permafrost tunnels, a new section type and layout design for cold-proof drainage tunnels are proposed that reduce the construction cost of drainage systems and decrease the impact of cold-proof drainage tunnel construction on the safety and construction schedule of the main tunnel, protect the original state of the permafrost,and are favorable for the long-term stability of the tunnel structure.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
XIA Cai-Chu- 1 He- Jia- 1 Fan-Dong-Fang- 2
KeywordsTunnels in cold regions   Water drainage system   Cold-proof water drainage tunnel   Permafrost     
Abstract: Most tunnels built in cold regions suffer from frost damages such as lining cracking, icing up on the side-wall and icy pavement, which seriously affect normal tunnel operation and threaten the safety of the tunnels.As a common water drainage method in cold areas, cold-proof drainage tunnels are widely used in tunnelling, but drainage effects are quite different for different tunnels due to minimal research of the mechanisms of cold-proof drainage tunnels and improper implementation of the cold-proofdrainage tunnels. By analyzing the roles of coldproof drainage tunnels in different permafrost situations, this paper presents the applicability of and design requirements for cold-proof drainage tunnels. Considering these drainage tunnels just function as water channels in stable frozen and local permafrost tunnels, a new section type and layout design for cold-proof drainage tunnels are proposed that reduce the construction cost of drainage systems and decrease the impact of cold-proof drainage tunnel construction on the safety and construction schedule of the main tunnel, protect the original state of the permafrost,and are favorable for the long-term stability of the tunnel structure.
KeywordsTunnels in cold regions,   Water drainage system,   Cold-proof water drainage tunnel,   Permafrost     
Cite this article:   
XIA Cai-Chu- 1 He- Jia- 1 Fan-Dong-Fang- 2 .Roles and Structures of Cold-Proof Drainage Tunnels for Different Permafrost Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2017,V54(2): 1-8
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2017/V54/I2/1
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] LI Kexi1,2 DANG Jiandong3 ZHANG Jian3 YE Guangxiang4 WANG Xiaojun1,2 CHEN Qinglin1,2.Study on Fracture Characteristics of Different Types of Sandstone Based on Acoustic Emission Characteristic Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 26-36
[4] ZHOU Cairong1 YI Liming1 MA Shanqing2 ZHOU Li3 YU Jinhong4, 5.Load-bearing Behavior and Reinforcement Schemes of High-performance Fiber-reinforced Concrete Jacking Pipes under Three-point Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 50-60
[5] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[6] WANG Yonggang1 CUI Yikun1 WU Jiuqi2, 3 HUANG Jun4 SHEN Xiang2, 3 YANG Kui4 SU Dong2, 3.Comparative Analysis of Disc Cutter Forces and Wear under Different Wear Modes[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 73-81
[7] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[8] XU Caijian1 CHEN Xingyu1 LEI Minglin1 ZHANG Xinglong2 SUN Huaiyuan2 LI Xiaojun2.Digital Twin and Risk Decision-making for Water-richess of Surrounding Rock Ahead of Tunnel Face[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 90-99
[9] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[10] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[11] XIONG Ying1,2 ZHANG Junru1,2 FAN Ziyan1,2 CHEN Jiahao1,2 MA Jianchi1,2 CHEN Pengtao1,2.Propagation and Attenuation Characteristics of Blast-induced Stress Waves in Layered Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 122-131
[12] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[13] LUO Zhiyang1 ZHANG Chunyu2,3 WANG Lichuan1,2,4,5 XU Shuo1 LI Liping4 WANG Qianqian5 LIU Zhiqiang6.Research on Water Inrush Mechanisms and Grouting Sealing Techniques for TBM Tunnels in Fractured Rock Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 145-154
[14] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[15] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY