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大断面偏压黄土隧道变形规律及受力特性分析

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为保证隧道施工安全,采用现场实测的方法分析总结了大断面偏压黄土隧道施工变形规律及受力特性.结果表明:大断面偏压黄土隧道采用三台阶法施工过程中隧道变形大致经历了三个变化阶段:开挖初期的急剧变形、开挖中期的持续增长与开挖完成后的缓慢增长.大断面偏压黄土隧道偏压段支护结构受力沿隧道横断面空间的分布不均匀,拱顶、拱腰处的压力值较大.
Study on Deformation Law and Mechanical Mechanical Analysis of Large Cross Section Bias Loess Tunnel
To ensure the safety of tunnel construction,the deformation law and mechanical characteristics of large cross section bias loess tunnel construction were analyzed and summarized using on-site measurement methods.The results show that during the construction process of the three step method for a large section biased loess tunnel,the tunnel deformation roughly went through three stages of change:rapid deformation in the early excavation stage,continuous growth in the middle excavation stage,and slow growth after excavation completion.The stress distribution of the support structure in the large section of the biased loess tunnel is uneven along the tunnel cross-section space,and the pressure values at the arch crown and arch waist are relatively high.

large cross sectionbiasloess tunnelmonitoring measurementdeformation lawmechanical characteristic

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甘肃恒石公路检测科技有限公司,甘肃兰州

大断面 偏压 黄土隧道 监控量测 变形规律 受力特性

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(14)
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