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韩仲, 张琳, 丁鲁强, 邹维列, 冯怀平, 应镇谦. 不同温湿路径下压实黏土的土-水和动力响应特性[J]. 岩土工程学报. DOI: 10.11779/CJGE20230902
引用本文: 韩仲, 张琳, 丁鲁强, 邹维列, 冯怀平, 应镇谦. 不同温湿路径下压实黏土的土-水和动力响应特性[J]. 岩土工程学报. DOI: 10.11779/CJGE20230902
Soil-Water Characteristics and Dynamic Responses of Compacted Clay with Different Moisture and Temperature Histories[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230902
Citation: Soil-Water Characteristics and Dynamic Responses of Compacted Clay with Different Moisture and Temperature Histories[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230902

不同温湿路径下压实黏土的土-水和动力响应特性

Soil-Water Characteristics and Dynamic Responses of Compacted Clay with Different Moisture and Temperature Histories

  • 摘要: 以黑龙江黏土为研究对象,按照三种不同的路径(干湿-冻融路径、冻融-干湿路径、交叉的干湿冻融路径)施加了温湿作用,对比分析了不同温湿路径下压实黏土的微观结构、土-水特性、累积塑性应变(εp)和回弹模量(MR)的演化规律。结果表明:①温湿作用后土体内宏观孔隙发育,微观孔隙收缩,持水能力降低,脱湿速率增大。多次温湿作用后,经不同温湿路径的试样具有相似的微观孔隙结构及土-水特性;②εp和MR在高含水率下对湿度变化(包括含水率w和吸力s)更敏感。冻融循环后,εp对湿度的敏感性显著增加,MR对湿度的敏感性显著降低;③温湿作用后土体的MR-s关系呈现非线性特征,MR-w关系呈现线性特征。长期温湿作用后,不同温湿路径对εp和MR的影响差异较小;④基于非饱和土力学原理建立模型,较好地预测了不同温湿路径下MR随湿度的变化规律。

     

    Abstract: This study compares the microstructure, soil-water characteristics, accumulative plastic strain (εp), and resilient modulus (MR) of a compacted Heilongjiang clay. Specimens were imposed with three different moisture (wetting-drying, WD) and temperature (freeze-thaw, FT) histories (i.e. WD-FT, FT-WD and interlaced FTWD histories). Experimental results showed that (i) after moisture-temperature (M-T) actions, structural pores develop while textural pores shrink, which leads to reduction in water retention capacity and increase in desaturation rate. After M-T effects have stabilized, the microstructure and soil-water characteristics of specimens with different M-T histories become similar; (ii) at high moisture content (w) condition, the εp and MR are more sensitive to moisture changes (including w and suction, s). After FT cycles, the εp becomes more sensitive while the MR becomes less sensitive to moisture changes; (iii) after M-T effects, the MR-s relationships are nonlinear while the MR-w relationships are linear. The different M-T histories did not generate differences in the εp and MR when the M-T effects have stabilized; (iv) a model based on the unsaturated soils mechanics was used to rationally predict the variation of the MR with w and s for specimens with different M-T histories.

     

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