干湿-冻融循环条件下黄土状盐渍土的力学特性及土-水特征曲线试验研究

    EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND SOIL-WATER CHARACTERISTIC CURVE OF SALINIZED LOESS UNDER WET-DRY AND FREEZE-THAW CYCLES

    • 摘要: 为研究青海地区黄土状盐渍土在干湿-冻融耦合作用下的力学特性与持水特性演化规律,通过设计多循环次数的环境模拟试验(干湿循环0~8次,冻融循环0~50次),结合三轴剪切试验、滤纸法测定基质吸力、扫描电镜(SEM)及PCAS微观结构定量分析,揭示了干湿和冻融循环耦合作用对黄土状盐渍土的力学强度及持水性能的影响机制。结果表明:(1)力学特性呈现3阶段演化:初始盐结晶填充构成土骨架结构,力学强度提升;循环作用加剧后,水-盐相变破坏了土骨架结构,力学强度快速衰减;循环次数达到临界阈值后,土骨架结构密实化,力学强度趋于稳定。(2)随循环次数的增加,土-水特征曲线向低吸力、低含水率方向移动。Van Genuchten模型拟合结果表明,饱和含水率和残余含水率均降低,表明土体持水能力衰减。(3)黄土状盐渍土经过干湿-冻融循环作用后,土颗粒间由面-面接触逐渐变为点-面接触,裂隙逐渐开展结构趋向松散化,导致力学-水力性能协同劣化。

       

      Abstract: Through multi-cycle environmental simulation tests(0-8 drying-wetting cycles and 0-50 freeze-thaw cycles), this study investigated the coupled effects of drying-wetting and freeze-thaw cycles on salinized loess. Triaxial shear tests, filter paper method measurements, scanning electron microscopy(SEM), and PCAS-based quantitative microstructural analysis were employed to elucidate the mechanisms by which cyclic environmental conditions influence mechanical strength and water-retention behavior. The results indicate that: (1)Mechanical strength exhibits a three-stage evolution: initial enhancement due to salt crystallization filling the soil skeleton; subsequent rapid degradation caused by water-salt phase changes damaging the structural framework; and eventual stabilization after reaching critical cycle thresholds, where the soil develops a more compact structure. (2)As the number of cycles increases, the soil-water characteristic curve(SWCC)shifts toward lower suction and lower water content. Van Genuchten model fitting indicates reductions in both saturated and residual water content, reflecting a deterioration in water-retention capacity. (3)Microscopic analyses reveal that coupled cycles transform interparticle contacts from surface-to-surface to point-to-surface types, promote crack development, and lead to structural loosening. These microstructural changes result in the coupled degradation of mechanical and hydraulic properties.

       

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