张彩亮,柯在田,张玉芳

• 1:中国铁道科学研究院集团有限公司
• 2:中国铁道科学研究院集团有限公司基础设施检测研究所
• 3:中国铁道科学研究院集团有限公司铁道建筑研究所

摘要(Abstract)：

针对导致隧道结构和轨道结构同时变形的底鼓病害属于交叉学科而存在相关研究偏零散的不足，综述各型底鼓成因、变形规律及对无砟轨道的影响和整治措施。结果表明：部分隧道底鼓病害多因素耦合作用明显，除施工缺陷外，底鼓的主要成因包括围岩膨胀作用与高地应力作用、地下水压作用、冻胀作用及各种地质灾害作用，各型成因下的隧道底鼓变形在分布长度、上拱高度上均存在差异，运营阶段围岩膨胀作用引起的隧道上拱高度普遍较大；隧道底鼓病害对无砟轨道几何状态的影响同时体现在空间尺度和时间尺度上，围岩膨胀作用、高地应力作用导致的底鼓多具明显流变性，地下水压作用、地震动作用导致的底鼓多具突发性；整治对策应基于病害成因与发展规律，但目前部分隧道底鼓病害多因素耦合作用明显，底鼓变形机理认识尚未统一。仰拱受力变形对隧底和轨道结构的影响规律、不同底鼓成因与轨道几何状态变化之间的联系等方面研究较少，后续可开展深入研究与探讨。

关键词(KeyWords)： 铁路隧道;底鼓变形;无砟轨道;上拱病害;整治措施

Abstract:

Keywords:

基金项目(Foundation): 中国国家铁路集团有限公司科技研究开发计划课题(K2022T002)

作者(Author): 张彩亮,柯在田,张玉芳

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