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引汉济渭输水隧洞穿越高速公路的安全分析

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探究输水隧洞下穿高速公路的围岩及公路受力变形对确保输水隧洞和高速公路设施的长久稳定运行至关重要。依托陕西省引汉济渭二期工程,采用数值模拟方法探究不同输水隧洞开挖进尺下拱顶围岩和高速公路路面的第一主应力及沉降量变化。结果表明,随着开挖进尺的增大,围岩、公路顶面和底面的第一主应力最大值均逐渐增大,拱顶围岩、公路路面纵向及横向沉降随之增加,建议实际工程开挖进尺小于1。5 m,在不同开挖进尺下,公路坡率及应力均满足要求。研究结果可为类似工程提供安全设计和施工方案,同时对于输水隧洞和高速公路的协调发展具有一定的指导意义。
Safety Analysis of the Hanjiang to Weihe Water Diversion Tunnel Crossing the Expressway
Exploring the stress and deformation of the surrounding rock and highway under the water transfer tunnel passing through the highway is crucial to ensure the long-term and stable operation of the water transfer tunnel and highway facilities.Relying on the second phase of the Han-Wei Diversion Project in Shaanxi Province,numerical simulation methods were used to explore the changes in the first principal stress and settlement of the arch surrounding rock and highway pavement under different water transfer tunnel excavation advances.The results show that with the increase of excavation advance,the maximum values of the first principal stress of the surrounding rock,the top and bottom surfaces of the highway gradually increase,and the longitudinal and lateral settlement of the arch surrounding rock and the highway pavement increase accordingly.It is recommended that the actual engineering excavation advance be less than 1.5 m.Under different excavation advances,the highway slope and stress meet the requirements.The research results can provide safe design and construction plans for similar projects,and at the same time have certain guiding significance for the coordinated development of water transfer tunnels and expressways.

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耿亮、李少卓

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陕西省引汉济渭工程建设有限公司,陕西 西安 710000

输水隧洞 高速公路 应力 变形

2024

陕西水利
陕西省城乡供水管理办公室

陕西水利

影响因子:0.185
ISSN:1673-9000
年,卷(期):2024.(10)