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首页> 外文期刊>KSCE journal of civil engineering >Evaluation of Pavement Subgrade Long-term Equilibrium Moisture with Suction Potential
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Evaluation of Pavement Subgrade Long-term Equilibrium Moisture with Suction Potential

机译:用吸力法评估路面路基的长期平衡水分

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摘要

The objective of this study was to find the relationship between soil suction potential and moisture change from the Optimum Moisture Content (OMC) to the long-term equilibrium moisture. The sixty-five Seasonal Monitoring Program (SMP) sites in the Long Term Pavement Performance (LTPP) program were employed. Suction potential was evaluated using the Soil Water Characteristic Curve (SWCC) characterized. Moisture change wetting and drying from OMC was identified. Maximum wetting moistures are 15.3 and 19.9 percent from OMC and maximum drying moistures are -10.3 and -15.4 percent from OMC for flexible and rigid pavements, respectively. Once reaching equilibrium, the moisture variations were mostly less than 1 percent in terms of gravimetric moisture. OMC has a significant correlation to the percentage passing at 0.02 mm sieve size. As suction potential increased, subgrade became more wetted. The characteristic was more noticeable in rigid than flexible pavements. Groundwater table and precipitation were found not to be dominant factors in causing long-term moisture changes.
机译:这项研究的目的是发现土壤吸水势与水分从最佳水分含量(OMC)到长期平衡水分的变化之间的关系。在长期路面性能(LTPP)计划中使用了65个季节性监测计划(SMP)站点。使用表征的土壤水分特征曲线(SWCC)评估吸势。确定了OMC的水分变化润湿和干燥。对于柔性和刚性路面,OMC的最大润湿水分分别为15.3%和19.9%,OMC的最大干燥水分分别为-10.3和-15.4%。一旦达到平衡,就重量水分而言,水分变化大多小于1%。 OMC与0.02 mm筛孔尺寸的通过百分比显着相关。随着吸力的增加,路基变得更湿。该特性在刚性路面上比在柔性路面上更明显。地下水位和降水不是导致长期湿度变化的主要因素。

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