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既有山岭隧道扩建施工关键参数影响分析

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为了给既有隧道扩建的设计和施工提供科学的指导,依托某既有山岭隧道扩建工程建立三维数值模型,通过与监测数据对比验证了计算模型的准确性,然后基于数值模型对施工方案进行了优化分析.研究结果表明:在考虑现场施工进度和安全性的前提下,建议循环进尺为2.0 m;锚杆长度与围岩变形呈现负相关,锚杆纵向间距与围岩变形呈现正相关,当锚杆纵向间距超过1.0 m时,围岩变形显著增大,建议采用长度3.0 m,纵向间距1.0 m的锚杆进行支护.研究结论可为类似的工程提供参考和依据.
Influence analysis of the key parameters in the expansion construction of existing mountain tunnels
In order to provide scientific guidance for the design and construction of the expan-sion of existing tunnels,a three-dimensional numerical model was established based on an existing mountain tunnel reconstruction and expansion project.The accuracy of the calcula-tion model was verified by comparing it with the monitoring data,and then the construction plan was analyzed and optimized based on the numerical model.The results show that con-sidering the construction progress and safety on site,the cycle footage is recommended to be 2.0 m.The length of the bolts is negatively correlated with the deformation of the surround-ing rock,and the longitudinal spacing of the bolts is positively correlated with the deforma-tion of the surrounding rock.When the longitudinal spacing of the bolts exceeds 1.0 m,the deformation of the surrounding rock increases significantly.It is therefore recommended that anchor rods with a length of 3.0 m and a longitudinal spacing of 1.0 m should be used for support.The research conclusions can provide reference and basis for similar projects.

tunnel engineeringtunnel expansionanchorexpansion schemenumerical simu-lation

张永忠、刘东、韩健勇、王庆海、张荣珍、崔中全

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甘肃省武威公路事业发展中心,武威 733000

山东建筑大学 土木工程学院,济南 250101

济南中央商务区投资建设集团有限公司,济南 250101

隧道工程 隧道扩建 锚杆 扩挖方案 数值模拟

甘肃省科技计划

22YF7FH224

2024

青岛理工大学学报
青岛理工大学

青岛理工大学学报

影响因子:0.514
ISSN:1673-4602
年,卷(期):2024.45(1)
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