![](/images/graphics-bg.png)
Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling
Joint Authors
Liu, Weiwei
Chen, Jianxun
Luo, Yanbin
Shi, Zhou
Zhang, Shaoqiang
Chen, Lijun
Li, Yao
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-15, 15 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-08-13
Country of Publication
Egypt
No. of Pages
15
Main Subjects
Abstract EN
The number of super-large-span tunnels is increasing in both new construction and reconstruction projects in China recently.
In super-large-span tunneling engineering, the deformation properties and mechanical behaviors of tunnel portal structure are more complex than those of common tunnel due to the flatter shape and larger construction span.
The mechanical behaviors of rock mass change in response to different sequential excavation methods and supporting parameters.
The upper bench CD method has been gradually applied in the construction of super-large-span tunnels in China.
In this paper, the design parameters for the supporting structure of super-large-span tunnel were studied by the field monitoring and numerical modeling in a case study of Laohushan tunnel.
It was found that the crown settlement was larger than the clearance convergence, and the stress of arch was greater than that of the side wall in tunnel portal section.
The invert structure was flat with small curvature.
Therefore, the shotcrete was mainly subjected to tensile stress.
The use of H200 × 200 steel rib with spacing of 60 cm and C25 shotcrete with thickness of 30 cm is recommended.
The results of this paper provide basis for the development of design specifications and construction standards for super-large-span tunnels and provide reference for similar projects in the future.
American Psychological Association (APA)
Luo, Yanbin& Chen, Jianxun& Shi, Zhou& Zhang, Shaoqiang& Liu, Weiwei& Li, Yao…[et al.]. 2020. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
Modern Language Association (MLA)
Luo, Yanbin…[et al.]. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering No. 2020 (2020), pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
American Medical Association (AMA)
Luo, Yanbin& Chen, Jianxun& Shi, Zhou& Zhang, Shaoqiang& Liu, Weiwei& Li, Yao…[et al.]. Performance of Super-Large-Span Tunnel Portal Excavated by Upper Bench CD Method Based on Field Monitoring and Numerical Modeling. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1123358
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1123358