Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (1) :6-13    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Present Status and Prospects of Research on Flexible Joint Models of Immersed Tube Tunnels
(1 Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015;2 College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058)
Download: PDF (2117KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The flexible joint of an immersed tube tunnel, which has large flexibility, can adapt to the uneven settle? ment caused by soft riverbed and meet the aseismic requirements and so has been widely used in practical engineering.However, it is difficult to build a model since there are many parts for the flexible joint and the functions are complex, thus the results of static and dynamic analysis are not accurate. In this paper, the types of joints and basic structures of flexible joints of the immersed tube tunnel were introduced, relevant review and summarization of the present status of research on flexible joint models both at home and abroad were presented with respects to theoretical calculation models and numerical calculation models, the function mechanisms of various kinds of models for flexible joints were described and the rationality and disadvantages were analyzed, finally some suggestions were proposed regarding the research of flexible joint model. Specifically, the model test of joints may be taken to make the results to be more intuitive; the main joint parts were considered and reasonable initial conditions were input,the stiffness of flexible joints was described by numerical solution; the reliability of joint models was verified by contrastive analysis with various research methods or models.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
KeywordsImmersed tube tunnel   Flexible joint model   Theoretical calculation   Numerical simulation   Present sta? tus and prospect     
Abstract: The flexible joint of an immersed tube tunnel, which has large flexibility, can adapt to the uneven settle? ment caused by soft riverbed and meet the aseismic requirements and so has been widely used in practical engineering.However, it is difficult to build a model since there are many parts for the flexible joint and the functions are complex, thus the results of static and dynamic analysis are not accurate. In this paper, the types of joints and basic structures of flexible joints of the immersed tube tunnel were introduced, relevant review and summarization of the present status of research on flexible joint models both at home and abroad were presented with respects to theoretical calculation models and numerical calculation models, the function mechanisms of various kinds of models for flexible joints were described and the rationality and disadvantages were analyzed, finally some suggestions were proposed regarding the research of flexible joint model. Specifically, the model test of joints may be taken to make the results to be more intuitive; the main joint parts were considered and reasonable initial conditions were input,the stiffness of flexible joints was described by numerical solution; the reliability of joint models was verified by contrastive analysis with various research methods or models.
KeywordsImmersed tube tunnel,   Flexible joint model,   Theoretical calculation,   Numerical simulation,   Present sta? tus and prospect     
Cite this article:   
.Present Status and Prospects of Research on Flexible Joint Models of Immersed Tube Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(1): 6-13
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I1/6
 
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