摘要
应用Bisar3.0程序,通过力学计算,对沥青路面在高压轮胎作用下的弯沉和结构应力进行了分析,指出了高压轮胎作用下沥青路面破坏的主要原因,从而看出路面在高压轮胎作用下的力学行为。
The deflection and mechanical response of asphalt pavement under high-pressure tyre were analyzed by mechanical calculation with Bisar3.0 program. The main reasons of asphalt pavement damage under high-pressure tyre were pointed. Therefore the mechanical behavior of pavement under high-pressure tyre was made out.
出处
《山西建筑》
2009年第2期281-282,共2页
Shanxi Architecture
关键词
重载
高压轮胎
沥青路面
弯沉
应力
deadweight, high-pressure tyre, asphalt pavement, deflection, stress
