摘要
将振动压路机对被压实层施加的作用力简化为圆形均布荷载 ,利用弹性层状体系理论 ,对基层振动压实作用下的底基层压应力和拉应力进行了计算分析。结果表明 ,对基层进行振动压实时存在着半刚性底基层发生弯拉强度破坏的可能。
The pressure of vibrating roller on the compacted course was simplified as cylindrical uniform load. Using elastic multilayer theory, the compressive stress and tensile stress of the subbase course by vibrating compaction are calculated and analyzed. The results show that there is damage possibility of semi rigid subbase in bending strength when vibrating compaction conducted on the base course.
出处
《长安大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2003年第3期33-36,共4页
Journal of Chang’an University(Natural Science Edition)
关键词
路面基层
振动压实
底基层应力
振动压路机
弯拉强度破坏
公路
pavement
base course
subbase course
vibrating compaction
elastic multilayer theory
stress
bending strength
