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高速公路路基边坡稳定性及暴雨条件下的影响

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为研究高速公路路基边坡稳定性及暴雨条件下的影响因素,以东阿至聊城高速公路工程为背景,通过数值模型分析了降雨时间、路基填料类型、路基高度和填料搭配结构对路基边坡稳定性的影响.研究结果表明:长时间降雨导致土壤饱和和流失,增加了边坡滑坡等不稳定风险.不同填料类型对边坡稳定性影响不同,黏土路基相对稳定,粉土和山皮土路基稳定性较差.路基高度与边坡稳定性呈反相关,较高路基边坡稳定性较差.路基填料搭配结构中,填料的渗透系数自上而下逐渐增大,与边坡的安全系数呈负相关,而在渗透系数逐渐减小的填料搭配结构中,边坡的安全系数与降雨时长呈正相关.
The Stability of Expressway Subgrade Slope and Its Influence under Rainstorm Conditions
In order to study the stability of highway subgrade slope and the influencing factors under rainstorm conditions,taking Dong'e-Liaocheng Expressway project as the background,the influence of rainfall time,subgrade filling type,subgrade height and filling matching structure on the stability of subgrade slope was analyzed by numerical model.The results show that long-term rainfall leads to soil saturation and loss,which increases the risk of instability such as slope landslide.Different types of fillers have different effects on slope stability.Clay subgrade is relatively stable,and silt and mountain soil subgrade are less stable.The height of subgrade is in-versely related to the stability of slope,and the stability of higher subgrade slope is poor.In the subgrade filler collocation structure,the permeability coefficient of the filler gradually increases from top to bottom,which is negatively correlated with the safety factor of the slope,while in the filler collocation structure with gradually decreasing permeability coefficient,the safety factor of the slope is positive-ly correlated with the duration of rainfall.

roadbed slopenumerical simulationstabilityinfluencing factors

范凯亮、王飞

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济宁市鸿翔公路勘察设计研究院有限公司济南分公司,山东 济南 250000

路基边坡 数值模拟 稳定性 影响因素

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(9)
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