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增湿作用下膨胀土隧道围岩变形及稳定性分析

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增湿作用下,膨胀围岩与水分相互作用直接影响隧道稳定性,从而引发隧道病害.为了明确围岩膨胀特性、归纳增湿作用下膨胀土隧道受力变形规律,本文以早胜三号隧道为背景,通过室内试验与数值模拟相结合的方法,在ABAQUS内置温度场模拟湿度场的理论基础上,分析含水率变化及7 种工况下不同空间位置局部膨胀的隧道围岩变形及稳定性变化规律.结论:含水率的增大加剧了拱顶处围岩变形,反向抑制了仰拱处围岩变形;局部膨胀时,膨胀部位围岩变形随之增大;增湿作用下初期支护的最不利部位为仰拱,其次为边墙;当拱顶和仰拱同时受膨胀力与边墙和仰拱同时受膨胀力时,隧道初期支护处于最危险状态.研究成果可有效指导膨胀土隧道围岩变形控制及初期支护结构设计.
Deformation and Stability Analysis of Expansion Soil Tunnel Under the Effect of Humidification
Under the effect of humidification,the interaction between the expansive surrounding rock and water directly affects the stability of the tunnel,leading to tunnel diseases.In order to clarify the characteristics of surrounding rock expansion and summarize the deformation law of expansive soil tunnels under the effect of humidification,this paper takes the Zaosheng No.3 Tunnel as the background,and uses a combination of indoor experiments and numerical simulations.Based on the theoretical basis of simulating the humidity field with the built-in temperature field in ABAQUS,the deformation and stability changes of tunnel surrounding rock under seven working conditions and local expansion at different spatial positions are analyzed.The conclusions are as follows:the increase in water content intensifies the deformation of the surrounding rock at the arch crown and suppresses the deformation of the surrounding rock at the inverted arch;when there is local expansion,the deformation of the surrounding rock in the expansion area increases accordingly;the most unfavorable part under the effect of humidification is the arch,followed by the side wall;when the arch crown and inverted arch are subjected to expansion forces simultaneously with the side walls and inverted arch,the initial support of the tunnel is in the most dangerous state.The research results can effectively guide the deformation control of surrounding rock and lining structure design of expansive soil tunnels.

expansive soil tunnelhumidification effectsurrounding rock deformationhumidity field simulationstability calculation

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中铁十二局集团第四工程有限公司 陕西西安 710021

膨胀土隧道 增湿作用 围岩变形 湿度场模拟 稳定性计算

中国铁路总公司科技研发计划

2017G007-G

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(6)
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