高液限土固结蠕变特性的温度效应试验研究
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长沙理工大学

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国家自然科学基金项目(面上项目,重点项目,重大项目);海南省地方标准制修订项目


Experimental study of temperature effect on consolidation creep properties of high liquid limit soils
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National Natural Science Foundation of China;Highway Industry Standard Compilation Project of Ministry of Hunan Province

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    摘要:

    从结合水的角度揭示温度对高液限土固结蠕变特性的影响规律,并基于温度的影响确定高液限土在路基中合理的填筑部位。本文选取3种高液限土为研究对象,并以1种低液限土为对比样,进行了容量瓶试验以及不同温度下逐级加载的固结蠕变试验,并开展高液限土路堤温度场数值模拟和高液限土填筑的经济可行性讨论。研究结果表明:相较于20 ℃条件下,35 ℃和45 ℃时高液限土的蠕变变形分别增长4.5~21.1%、13.6~30.8%,而低液限土则分别增长为1.5%、2.2%,高液限土的压缩指数、次固结系数均随温度升高而增大,其孔隙比随温度升高而减小,低液限土则基本不受温度影响。土中亲水性黏土矿物含量越高,则吸附结合水含量越高,依次为38.3%、26.8%、25.9%、13.3%。温度升高促进高液限土中的吸附结合水转化为自由水,使得土中水黏度降低,从而对土体的固结蠕变变形造成影响。数值模拟结果显示,下路堤温度在35 ℃以下,这一温度范围内高液限土可用作路堤填料。研究成果可为温度背景下我国南方湿热地区高液限土填料合理利用提供依据。

    Abstract:

    The influence of temperature on the consolidation creep characteristics of high liquid limit soils is revealed from the perspective of bound water, and the reasonable filling parts of high liquid limit soils in roadbeds are determined based on the influence of temperature. In this paper, three kinds of high-liquid-limit soils are selected as research objects, and one kind of low-liquid-limit soil is used as a comparative sample, volumetric flask test and consolidation creep test with step-by-step loading at different temperatures are carried out, and numerical simulation of temperature field of embankment with high-liquid-limit soils and discussion on the economic feasibility of high-liquid-limit soil filling are also carried out. The results show that compared with 20 ℃, the creep deformation of high-liquid-limit soil at 35 ℃ and 45 ℃ increased by 4.5-21.1% and 13.6-30.8%, respectively, while the growth of low-liquid-limit soil was 1.5% and 2.2%, respectively, and the compression index and the coefficient of sub-consolidation of high-liquid-limit soil increased with the temperature, and the pore ratio decreased with the temperature, while the low-liquid-limit soil was basically unaffected by the temperature. The pore ratio decreases with increasing temperature, while the low liquid limit soil is basically not affected by temperature. The higher the content of hydrophilic clay minerals in the soil, the higher the content of adsorbed bound water, which was 38.3%, 26.8%, 25.9% and 13.3% in the order. The increase in temperature promotes the conversion of adsorbed bound water into free water in the high liquid limit soil, which reduces the water viscosity in the soil, thus affecting the consolidation creep deformation of the soil body. Numerical simulation results show that the temperature of the lower embankment is below 35 ℃, and the high liquid limit soil can be used as embankment fill in this temperature range. The research results can provide a basis for the rational utilization of high liquid limit soil fill in the hot and humid areas in the south of China under the background of temperature.

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  • 收稿日期:2024-08-20
  • 最后修改日期:2024-11-11
  • 录用日期:2024-11-13
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