| 标题 |
Analysis of cracking development and mechanical characteristics of high-filled cut-and-cover tunne
高填方暗挖隧道裂缝发展及受力特性分析
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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 assessment of HFCCT, we conducted a similarity model test to study the variation law of the development of crack, displacement, and internal force of HFCCT |
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(2025-6-4)
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