首页|超大埋深软岩隧道超前中导洞合理断面尺寸及应力峰值转移机制

超大埋深软岩隧道超前中导洞合理断面尺寸及应力峰值转移机制

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在超大埋深软岩隧道中,通常地应力较高,且围岩软弱破碎,在施工过程中不可避免地会出现大变形现象,造成支护结构失效破坏.采用超前中导洞应力释放技术提前释放地应力,可以改善支护结构的受力状态,减小隧道变形量,保证支护结构的安全.依托丽香线哈巴雪山大变形隧道,采用文献调研、数值模拟及现场监测等手段对超大埋深软岩隧道超前中导洞合理断面大小进行研究,分析了中导洞不同断面大小工况下应力释放效果,最终确定中导洞合理断面大小.研究结果表明,超前中导洞断面为正洞断面面积的0.6倍时,应力释放效果较为理想,相比直接开挖正洞,采用合理超前中导洞断面时,正洞拱顶沉降及上、下台阶水平收敛值分别减小28.2%、27.64%和26.71%,且围岩中切向应力峰值向围岩深部转移了约4 m,同时,应力峰值数值有所减小,减小约5.04%.研究成果可为类似大变形隧道工程提供参考与借鉴.
Reasonable Cross Section Size and Stress Peak Transfer Mechanism of Middle Pilot Tunnel in Super Deep Buried Soft Rock Tunnel
In the super-deep soft rock tunnel,high crustal stress is typically encountered,and the surrounding rock is characterized by weakness and fragmentation.Substantial deformation is inevitably induced during the construction process,causing failure of the support structure.The utilization of advanced pilot tunnel stress release technology is employed for the advance release of crustal stress,aiming to enhance the stress state of the support structure,diminish tunnel deformation,and ensure the safety of the support structure.Based on the Haba Snow Mountain Large Deformation Tunnel on the Lixiang Line,literature research,numerical simulation,and on-site monitoring were used to study the reasonable section size of the advanced middle guide tunnel in a super deep soft rock tunnel.The stress release effect under different section sizes of the middle guide tunnel was analyzed,and the reasonable section size of the middle guide tunnel was ultimately determined.The stress release effectiveness was analyzed across different cross-sectional dimensions of the middle pilot tunnel,ultimately leading to the determination of the appropriate cross-sectional dimensions for the middle pilot tunnel.The research findings demonstrate that the stress release is most effective when the cross-sectional area of the leading middle tunnel is 0.6 times that of the main tunnel.In comparison to the direct excavation of the main tunnel,the utilization of a suitably sized advanced middle pilot tunnel section results in a reduction of 28.2%,27.64%,and 26.71%in the settlement of the main tunnel arch crown,horizontal convergence values of the upper and lower steps,respectively.Additionally,the peak tangential stress in the surrounding rock shifts approximately 4 m into the deeper part of the surrounding rock,and the peak stress value is reduced by approximately 5.04%.The research outcomes can offer valuable reference and insights for similar large deformation tunnel projects.

super deep buriedlarge deformation tunnelstress release technologymiddle pilot tunnelcross section size

张宝瑾、谭忠盛、卫鹏、赵金鹏、林克

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北京交通大学土木建筑工程学院,北京 100044

中铁十六局集团第三工程有限公司,湖州 313000

超大埋深 大变形隧道 应力释放技术 中导洞 断面大小

国家自然科学基金

51978041

2024

科学技术与工程
中国技术经济学会

科学技术与工程

CSTPCD北大核心
影响因子:0.338
ISSN:1671-1815
年,卷(期):2024.24(17)
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