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浅埋软弱围岩隧道基于变形稳定性的施工方案研究重点分析

Key Analysis of Construction Scheme of Shallow Buried Soft Surrounding Rock Tunnel Based on Deformation Stability
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摘要 新时期隧道工程建设水平的提升,对我国经济社会的更好发展起到了促进作用。实践中为了确保浅埋软弱围岩隧道施工状况良好,降低施工风险,需要对基于变形稳定性的施工方案合理使用进行充分考虑,满足浅埋软弱围岩隧道高效施工要求。鉴于此,论文就浅埋软弱围岩隧道变形稳定性的施工方案展开论述。 The improvement of the level of tunnel construction in the new era has promoted the better development of China's economy and society. In practice, in order to ensure the construction condition of shallow buried soft surrounding rock tunnel is good and reduce the construction risk, it is necessary to fully consider the reasonable use of the construction scheme based on deformation stability to meet the requirements of high-efficiency construction of shallow buffed soft surrounding rock tunnel. In view of this, this papordiscusses the construction scheme of shallow buffed soft surrounding rock tunnel based on the deformation stability.
作者 顿建国 张孟伟 DUN Jian-guo;ZHANG Meng-wei(CCCC Turmel Engineering Comany Limited.,Beijing 100102,China;China Communication Construction Co.Ltd.,Beijing 100088,China)
出处 《工程建设与设计》 2018年第23期183-185,共3页 Construction & Design for Engineering
关键词 浅埋软弱围岩隧道 变形稳定性 施工方案 建设水平 shallow buried soft surrounding rock tunnel deformation stability construction scheme construction level
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