Liu Feifei, Xu Cheng, Ba Mingming, Mao Xuesong
School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, 450001, Henan, China.
School of Highway, Chang'an University, Xi'an, 710064, Shaanxi, China.
Sci Rep. 2025 Jan 6;15(1):906. doi: 10.1038/s41598-024-84910-2.
Temperature is a critical factor affecting the matric suction of unsaturated soils. This study employed a simple and time-saving method to investigate the influences of temperature and moisture content on the temperature dependence of matric suction in loess and sand soils. Based on experimental data, the fitting performance of three data-fitting models-Brooks-Corey, van Genuchten, and Fredlund-Xing -was evaluated at temperatures above 0 °C. The results indicated that matric suction decreased as temperature increased. The variation of matric suction with temperature was categorized into the maximum value range (R), the highly temperature sensitive range (R) and the weak temperature sensitive range (R). Additionally, R and R were observed to decrease and increase, respectively, as moisture content increased. Above 0 °C, the sensitivity of matric suction to temperature decreased with increasing moisture content, while below 0 °C, temperature sensitivity increased as moisture content increased. Furthermore, the matric suction of loess showed greater sensitivity to temperature changes than that of sand. The van Genuchten model outperformed the other models at temperatures above 0 °C. This study provides experimental evidence for a deeper understanding of the impact of temperature changes on matric suction.
温度是影响非饱和土基质吸力的关键因素。本研究采用一种简单省时的方法,来探究温度和含水量对黄土和砂土中基质吸力温度依赖性的影响。基于实验数据,在0℃以上的温度条件下,评估了三种数据拟合模型——布鲁克斯-科里模型、范格内uchten模型和弗雷德隆德-邢模型的拟合性能。结果表明,基质吸力随温度升高而降低。基质吸力随温度的变化分为最大值范围(R)、高温敏感范围(R)和弱温度敏感范围(R)。此外,观察到R和R分别随着含水量的增加而减小和增大。在0℃以上,基质吸力对温度的敏感性随含水量的增加而降低,而在0℃以下,温度敏感性随含水量的增加而增加。此外,黄土的基质吸力对温度变化的敏感性高于砂土。在0℃以上的温度条件下,范格内uchten模型的表现优于其他模型。本研究为更深入理解温度变化对基质吸力的影响提供了实验依据。