Analysis of Cracking Development and Mechanical Characterist…
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- DOI 10.1007/s12205-020-0247-3
- OpenAlex ID W3036040114
- Type Article
- Language EN
- Published 16 Jun 2020
- Volume 24 (8)
- Pages 2519–2532
- Source KSCE Journal of Civil Engineering
- Publisher Springer Science+Business Media
- FWCI 0.87
- Countries 1
- Institutions 2
- Added 10 Oct 2025
- Updated 16 Oct 2026
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Analysis of Cracking Development and Mechanical Characteristics of High-Filled Cut-and-Cover Tunnel
Article 2020 EN Hybrid
The cut-and-cover tunnel (CCT) construction scheme has led to the popularity of high-filled cut-and-cover tunnel (HFCCT). HFCCT possesses a backfilling height of 30–50 m. However, such a high soil column produces a large force on the structure and the structure is prone to crack, causing structural damage and difficulty in normal use. In order to provide a reference for the structural safety asses…
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31
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0.87
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UN Sustainable Development Goals
1 SDGsAuthors & Affiliations
5 authors| # | Author | Institutions | ORCID |
|---|---|---|---|
| 1 | Zhuo Bin | Southwest Jiaotong University (CN) | |
| 2 | Wang Feiyang | Southwest Jiaotong University (CN) | — |
| 3 | Yong Fang Corresponding | Southwest Jiaotong University (CN) | |
| 4 | Yan Chen | Southwest Jiaotong University (CN) | |
| 5 | Guixia Ning | Lanzhou Jiaotong University (CN) | — |
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