刘弋博, 陈慧娥, 许晓慧, 等2020.非饱和增湿条件下典型黄土湿陷性研究[J].工程地质学报, 28(5): 973-981. doi: 10. 13544/j.cnki.jeg.2020-357.
    引用本文: 刘弋博, 陈慧娥, 许晓慧, 等2020.非饱和增湿条件下典型黄土湿陷性研究[J].工程地质学报, 28(5): 973-981. doi: 10. 13544/j.cnki.jeg.2020-357.
    Liu Yibo, Chen Hui'e, Xu Xiaohui, et al. 2020. Laboratory study on collapsibility of typical loess under unsaturated humidified conditions[J]. Joumal of Engineering Geology, 28(5): 973-981. doi: 10. 13544/j.cnki.jeg.2020- -357.
    Citation: Liu Yibo, Chen Hui'e, Xu Xiaohui, et al. 2020. Laboratory study on collapsibility of typical loess under unsaturated humidified conditions[J]. Joumal of Engineering Geology, 28(5): 973-981. doi: 10. 13544/j.cnki.jeg.2020- -357.

    非饱和增湿条件下典型黄土湿陷性研究

    LABORATORY STUDY ON COLLAPSIBILITY OF TYPICAL LOESS UNDER UNSATURATED HUMIDIFIED CONDITIONS

    • 摘要: 利用自制装置,对原状典型黄土试样(柱状)进行不同饱和程度的非饱和增湿,分析增湿过程中土样不同位置处水分的分布规律。对完成增湿过程的试样进行湿陷性测试,并定义非饱和增湿湿陷系数,用以探讨非饱和增湿条件下试样不同位置及总体的湿陷性特征。研究结果表明,低增湿目标含水率时,随着时间增加,原状黄土土柱上层含水率呈速度减缓的下降趋势,下层含水率呈速度减缓的上升趋势,黄土土柱含水率分布不均匀;高增湿目标含水率时,随着时间增加,黄土土柱上层含水率呈速度加快的下降趋势,下层含水率呈速度加快的增长趋势,黄土土柱含水率分布均匀,且趋于均匀的时间缩短。随增湿目标含水率的增加,黄土土柱每层的非饱和增湿湿陷系数增长速度加快,底层与上层系数数值靠拢,黄土土柱整体非饱和增湿湿陷系数增大且随着压力的增加呈速度加快的增长趋势。低增湿目标含水率时,增湿时间越短土柱整体非饱和增湿湿陷系数越大;高增湿目标含水率时,时间越长土柱非饱和增湿湿陷系数越大。成果可为黄土非饱和湿陷性的研究及评价提供一定的参考及依据。

       

      Abstract: We utilized a self-made device to humidify an undisturbed and typical loess sample(column) to different degrees of saturation. During the humidification process,we analyzed the distribution of water at different locations in the soil sample. We conducted the collapsible test on samples after the humidification process. We defined the unsaturated humidified collapsible coefficient to discuss the different positions and total collapsibility of the sample under unsaturated humidified conditions. As the target water content of low-humidification samples increases over time,the water content of the upper layer decreases gradually,while the water content of the lower layer increases. The distribution of the water content in the loess column is uneven. In contrast,as the target water content of high-humidification samples increases over time,the water content of the upper layer decreases at an increasing rate,while the water content of the lower layer increases at an increasing rate. Furthermore,the distribution of the water content in the loess soil column is even,and the time required to achieve an even distribution is reduced. As the target water content increases,the unsaturated humidified collapsible coefficient of each layer of the loess column increases at a faster rate; moreover,the coefficients of the bottom layer and upper layer tend to become more similar. The total unsaturated collapsible coefficient of the loess column increases with pressure at an increasing rate. When the target water content is low,the time needed for humidification is longer,which leads to shorter unsaturated humidified collapsible coefficients. In contrast,when the target water content is high,the time needed for humidification is reduced,which leads to larger unsaturated humidified collapsible coefficients. Our study on the collapsible characteristics of the loess column shows that the construction of a large-thickness loess site cannot be evaluated by the collapsible coefficient; instead,consideration of the water content,time,and pressure is required. Our results provide important insights into the evaluation of the unsaturated collapsibility of loess.

       

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