摘要
针对填石路基容易产生不均匀变形,造成滑坍的现象,结合高速公路工程,分析了含水量对填石路基压实度变更的影响,介绍了填石路基的压实方法,从而有效提高填石路基的工程质量。
According to inhomogeneous deformation and sliding failure frequently encountered in rock-fill subgrade works, combined with practical work the influences of moisture content on compactness of rock-fill subgrade are analyzed; at the same time corresponding treatment measures are proposed to increase engineering quality of rock-fall subgrade.
出处
《山西建筑》
2007年第3期269-270,共2页
Shanxi Architecture
关键词
填石路基
含水量
压实度
干密度
rock-fill subgrade, moisture content, compactness, dry density
