Academic Journal
Study on the Two-Step Construction Method of Super Large Cross-Section Tunnels Crossing Karst Cave Areas
| Title: | Study on the Two-Step Construction Method of Super Large Cross-Section Tunnels Crossing Karst Cave Areas |
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| Authors: | Fei Wan, Gang Liu, Yifeng Tang, Nian Zhang, Dongliang Xu, Xuehui Yan, Shuai Li |
| Source: | Applied Sciences, Vol 14, Iss 11, p 4500 (2024) |
| Publisher Information: | MDPI AG, 2024. |
| Publication Year: | 2024 |
| Collection: | LCC:Technology LCC:Engineering (General). Civil engineering (General) LCC:Biology (General) LCC:Physics LCC:Chemistry |
| Subject Terms: | tunnel engineering, two-step method, numerical calculation, super large cross-section, karst cave area, weakly broken surrounding rock, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999 |
| More Details: | To explore the solution of the two-step method applied in the rapid construction of super large cross-section tunnels passing through IV-and V-grade surrounding rock sections in karst cave areas, based on an engineering example of the Lianhuashan Tunnel, we use the numerical calculation method to analyze the stability of surrounding rock and the design parameters of the control measures for super large cross-section tunnels during the construction of the step method. The calculated results show that the working face of IV-grade surrounding rock can be stabilized by an advanced small pipe, and the stability of the supporting structure should be controlled mainly by IV-grade surrounding rock. In order to control the stability of the tunnel face, it is necessary to use an advanced large pipe shed in the surrounding V-grade rock. The reinforcement range of the advanced large pipe shed is 120° and the length is 20 m. This is the most economical design parameter of the advanced large pipe shed, ensuring the deformation control effect. For control of the stability of the supporting structure, under the condition that the working space is suitable for large machinery, the settlement of the arch of the supporting structure can be obviously reduced by shortening the step cycle footage and reducing the step length, and the peripheral convergence of the supporting structure can be obviously reduced by reducing the step height. After comprehensive analysis and considering the development of karst caves, the advanced support measures, design parameters, bench excavation design parameters, initial support measures, karst cave treatment measures, and bench construction process of IV- and V-grade surrounding rock is determined. The application verification shows that the research results have a good control effect on the stability of the surrounding rock and cave and are suitable for large-scale mechanical operations, which can significantly improve the excavation speed of the super large cross-section tunnel passing through the IV- and V-grade surrounding rock sections in the karst cave area. |
| Document Type: | article |
| File Description: | electronic resource |
| Language: | English |
| ISSN: | 2076-3417 |
| Relation: | https://www.mdpi.com/2076-3417/14/11/4500; https://doaj.org/toc/2076-3417 |
| DOI: | 10.3390/app14114500 |
| Access URL: | https://doaj.org/article/430dfdfde1894406a9fb5031fb605dab |
| Accession Number: | edsdoj.430dfdfde1894406a9fb5031fb605dab |
| Database: | Directory of Open Access Journals |
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| ISSN: | 20763417 |
|---|---|
| DOI: | 10.3390/app14114500 |
| Published in: | Applied Sciences |
| Language: | English |