摘要
通过土基结构应力分析,论证了不同等级道路和不同荷载作用下的公路路基表面应力位移的变化范围,并结合具体的工程实例,总结了控制承载板试验结束的不同标准值。
Based upon stress analysis of soil base the variation range of the stress displacement of the surface of roadbed under various loads of highways with different grades are determined. Combined with practical work different standard values are summarized to control termination of bearing plate test.
出处
《山西建筑》
2006年第4期119-120,共2页
Shanxi Architecture
关键词
承载板试验
回弹变形
土基回弹模量
bearing plate .test, rebound deformation, rebound modulus of soil base
