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强降雨及高温天气对风积沙路基水力特性的影响研究

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风积沙是内蒙古沙漠地区铁路/公路路基的主要填筑材料.近年来内蒙古地区强降雨和高温事件频发,造成风积沙路基土的体积含水率和孔隙水压力显著变化,抗剪强度衰减,从而引发路基变形和滑坡,危害路基稳定性.为探讨强降雨和高温天气对风积沙路基的水力行为和稳定性的影响,以内蒙古某沙漠地区风积沙路基为研究对象,根据内蒙古中部地区气候特征设计了短时强降雨-蒸发和连续降雨-蒸发2种干湿循环工况,通过数值模拟方法分析了风积沙路基在不同类型的强降雨-蒸发循环作用下的含水率和孔隙水压力随时间和路基深度的变化规律.研究结果表明:强降雨条件下,降雨初期,入渗率等于降雨强度,随着降雨过程持续进行,路基的入渗能力不断降低,当路基表层含水率达到饱和时,入渗速率即为风积沙路基土的饱和渗透系数;相同总降雨量下,连续降雨工况的入渗量较高,因此连续降雨工况下风积沙路基的体积含水率和孔隙水压力变化量和入渗深度均高于短时强降雨工况,连续降雨和短时强降雨工况下的入渗深度分别为5.65 m和3.29 m;降雨导致风积沙路基的体积含水率上升,负孔隙水压力随之下降,高温蒸发对路基水力行为的影响规律则与之相反,随着路基深度增加,强降雨和高温天气对风积沙路基的含水率和孔隙水压力的影响程度逐渐减弱,滞后性增强.研究结果可为沙漠地区风积沙路基的设计和养护工作提供一定的理论基础.
Analysis of the effects of heavy rainfall and high temperature on hydraulic behavior of aeolian sand subgrade
Aeolian sand is the main filling material for railway/highway subgrades in desert areas in Inner Mongolia.In recent years,heavy rainfall and high temperature events have occurred frequently in this region,resulting in significant changes in the hydraulic characteristics of aeolian sand,such as volume water content and pore pressure,and a decrease in shear strength,which can lead to subgrade deformation and landslides,jeopardizing subgrade stability.To investigate the impact of heavy rainfall and high temperature on the hydraulic behavior and stability of aeolian sand subgrade,the aeolian sand subgrade in desert areas in Inner Mongolia was selected and two types of drying-wetting cycle conditions were designed according to the climate characteristics of central Inner Mongolia:short-term heavy rainfall-evaporation and continuous rainfall-evaporation.The change laws of moisture content and pore pressure of aeolian sand subgrade with time and depth under different conditions were analyzed by numerical simulation method.The results show that during the initial stage of heavy rainfall,the infiltration rate is equal to the rainfall intensity.As the rainfall process continues,the infiltration capacity of the aeolian sand subgrade decreases continuously.When the water content of the surface layer of the subgrade reaches saturation,the infiltration rate becomes equal to the saturated permeability coefficient of the aeolian sand subgrade soil.Under the same rainfall precipitation,continuous rainfall leads to higher infiltration than short-term heavy rainfall,resulting in greater changes in moisture content,pore pressure,and infiltration depth in aeolian sand subgrade.Specifically,the infiltration depth under continuous and short-term heavy rainfall is 5.65 m and 3.29 m,respectively.Rainfall leads to an increase in the volumetric water content of aeolian sand roadbeds,accompanied by a decrease in pore pressure.The effect of high-temperature evaporation on the hydraulic behavior of the roadbed is opposite to that of rainfall.As the subgrade depth increases,the impact of heavy rainfall and high temperature on the water content and pore pressure of aeolian sand subgrade weakens and the lag effect becomes more significant.The research results can provide a theoretical basis for the design and maintenance of aeolian sand subgrade in desert areas.

aeolian sand subgradeheavy rainfallhigh temperaturedrying-wetting circlestability

荆鹏、张雅琪、宋心彤、张莉、杨海顺、于涛、王鹏程

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北京交通大学 土木建筑工程学院,北京 100044

北京工业大学 城建学部,北京 100124

交通运输部科学研究院,北京 100029

包头铁道职业技术学院,内蒙古 包头 014060

中国铁路呼和浩特局集团有限公司 乌海工务段,内蒙古 乌海 016000

中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081

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风积沙路基 强降雨 高温 干湿循环 稳定性

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(12)