摘要
对含水量高、强度低和压缩性大的过湿性黄土及其地基处理进行研究,在有关试验和理论研究基础上,对高等级公路过湿黄土路基稳定性的防治措施进行了评价分析,研究了其优点及用途。
The feature of natural loess with high water content, low intensity and high compressibility and its treatment are studied. Based on the relative tests and theory research, the prevention and cure measurement of the over wet loess subgrade stability in highway is evaluated, then its advantage and usage are studied.
出处
《土工基础》
2009年第5期12-13,54,共3页
Soil Engineering and Foundation
关键词
过湿黄土
路基处理
路基稳定性
防治措施
over wet loess, subgrade treatment, subgrade stability, prevention and cure measurement
