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吴礼舟, 黄润秋, 胡瑞林, 李志清, 熊野生. 膨胀土自然边坡吸力和饱和度量测[J]. 岩土工程学报, 2005, 27(3): 343-346.
引用本文: 吴礼舟, 黄润秋, 胡瑞林, 李志清, 熊野生. 膨胀土自然边坡吸力和饱和度量测[J]. 岩土工程学报, 2005, 27(3): 343-346.
WU Lizhou, HUANG Runqiu, HU Ruilin, LI Zhiqing, XIONG Yesheng. Measurement of suction and saturation of natural expansive soil slope[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 343-346.
Citation: WU Lizhou, HUANG Runqiu, HU Ruilin, LI Zhiqing, XIONG Yesheng. Measurement of suction and saturation of natural expansive soil slope[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 343-346.

膨胀土自然边坡吸力和饱和度量测

Measurement of suction and saturation of natural expansive soil slope

  • 摘要: 为查明非饱和膨胀土边坡中吸力和饱和度(体积含水量)的变化和规律,以及降雨对吸力和饱和度的影响。在湖北襄樊某高速公路旁的天然边坡设立观测井,并埋设热传导探头和含水量探头,进行了为期2 个月的观测。通过精度较高的多项式的拟合获得的土-水特征曲线,得出进气值和残余饱和度对应的基质吸力。根据土-水特征曲线,获得非饱和土的渗透系数,为工程设计提供了必要的参数,同时解释了非饱和膨胀土的吸力随深度变化的规律和原因。

     

    Abstract: In order to study the variation of suction and saturation in natural slopes of unsaturated expansive soil and the rules of rainfall influencing suction and saturation, matrix suction and saturation in situ near a highway at Xiangfan in Hubei province were measured with thermal conductivity sensors and moisture probes for two months. Soil-water characteristic curve (SWCC) is obtained from the data measured in situ, from which we can acquire air entry value (AEV) and residual saturation (RS). Permeability coefficient is derived from SWCC. At the same time, reasons and rules of suction variation with depth are explained.

     

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