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非饱和膨胀土的土-水特性试验研究
引用本文:刘德成,张金存,李星.非饱和膨胀土的土-水特性试验研究[J].路基工程,2016,0(1):61-66.
作者姓名:刘德成  张金存  李星
作者单位:1.中铁二十五局集团有限公司, 广州 510600
基金项目:国家自然科学基金资助项目(41502289,41530639,41172260,41372292)
摘    要:以南宁高速铁路弱膨胀土填筑路堤在干湿循环下,土体非饱和特性的变化规律为依托,采用压力板仪法和滤纸法测试,对南宁重塑非饱和弱膨胀土室内的土-水特性进行了研究,并与现场监测情况进行对比分析。研究结果表明:土体土-水特性在干湿循环下,存在明显滞回效应;滤纸法试验值与现场监测值更为接近,所得方程对路堤土-水特征稳定性预测效果更佳。

关 键 词:非饱和膨胀土    土-水特征曲线    Fredlund  and  Xing模型
收稿时间:2019-11-12

Experimental Research on Soil-water Characteristics of Unsaturated Expansive Soil
Abstract:Replying on change regularity of characteristic of unsaturated expansive soil under dry-wet cycle of weak expansive soil filling embankment of Nanning High-speed Railway, pressure plate extractor method and testing by filter paper are adopted to study soil-water characteristics in remodeled unsaturated weak expansive soil chamber in Nanning, and conduct comparative analysis with in-situ monitoring conditions.Research results show that:there is obvious hysteresis effect in soil-water characteristics of soil mass under dry-wet cycle;test results from filter paper method are closed to the data of in-situ monitoring, so better prediction effect of soil-water stability of embankment can be achieved by the equation obtained by this method.
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