首页|考虑隧道衬砌欠厚的结构安全系数评价方法研究

考虑隧道衬砌欠厚的结构安全系数评价方法研究

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为提高隧道衬砌结构欠厚安全性评估的准确性,准确衡量隧道衬砌结构安全系数,结合隧道衬砌结构安全系数计算方法和数值模拟结果,研究衬砌拱顶、拱腰、拱脚3 处出现不同程度、不同范围欠厚病害时,结构安全系数的变化规律,并基于假定体积强度等效原则,对各个衬砌结构欠厚病害影响因素进行量化,引入衬砌结构欠厚位置影响系数μ、规模影响系数λ和程度修正系数ψ,通过算例推演参数,构建了优化后的衬砌结构欠厚安全系数修正公式.研究结果表明:1)当衬砌厚度不足时,病害处安全系数下降明显,其他部位的安全系数基本没有变化;2)随着衬砌结构欠厚深度和范围的增加,衬砌各典型部位安全系数呈下降趋势,其中拱顶处下降幅度最大,拱腰次之,拱脚最小,但拱脚处安全系数最易受到影响而降低至规范要求以下;3)衬砌结构欠厚深度对安全系数影响的幅度较衬砌结构欠厚范围大.
Study on Evaluation Method of Structural Safety Factor Considering Insufficient Thickness of Tunnel Lining
In order to improve the accuracy of underthickness safety evaluation of tunnel lining structure and to measure the safety factor of tunnel lining structure accurately,the change law of structure safety factor is studied when underthickness diseases occur in different degrees and ranges at the arch,waist and foot of the lining,based on the calculation method and numerical simulation results of tunnel lining structure safety factor.Assuming the principle of volumetric strength equivalence,the influencing factors of underthickness of each lining structure were quantified,the underthickness position influence coefficient μ,scale influence coefficient λ and degree correction coefficient ψ were introduced,and the optimized underthickness safety coefficient correction formula of lining structure was constructed based on calculation examples.The results show that:1)When the lining thickness is insufficient,the safety factor of the disease area decreases obviously,and the safety factor of other parts does not change basically.2)With the increase of underthickness depth and scope of the lining structure,the safety coefficient of each typical part of the lining shows a decreasing trend,in which the arch top has the largest decline,the waist is the second,and the arch foot is the least,but the arch foot is the most vulnerable to the influence and decreases to the standard requirements.3)The underthickness depth of the lining structure has a larger influence on the safety factor than the underthickness range of the lining structure.

tunnel engineeringsafety factornumerical simulationinsufficient lining thicknesssafety assessments

刘志国

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中铁十一局集团第五工程有限公司,重庆 400037

隧道工程 安全系数 数值模拟 衬砌厚度不足 安全性评估

山西省交通运输厅科技项目

2017-1-6

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(4)
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