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Static Characteristics and Unloading Effect of Deep Overburden Soil Ladder Arch Tunnel
CIVIL ENGINEERING | 更新时间：2024-11-15
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    • Static Characteristics and Unloading Effect of Deep Overburden Soil Ladder Arch Tunnel

    • “在深覆土梯形拱明洞领域，专家采用模型试验和数值模拟方法，分析了其静力特性及卸荷效果，为设计和施工提供理论指导和技术支持。”
    • Advanced Engineering Sciences   Vol. 56, Issue 4, Pages: 120-129(2024)

    • DOI：10.12454/j.jsuese.202301041    

      CLC： U451.4

    • Published：20 July 2024，

      Published Online：10 April 2024，

      Received：19 December 2023，

      Revised：23 January 2024，

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  • Ma Li,Lu Yunhua,Wang Qicai,et al.Static characteristics and unloading effect of deep overburden soil ladder arch tunnel[J].Advanced Engineering Sciences,2024,56(4):120–129 DOI： 10.12454/j.jsuese.202301041.

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