1) the tensile strain at the bottom
层底弯拉应变
1.
The stress states of four pavement structures were calculated by three-dimension finite element method to analyze the influence of different structural combinations on the tensile strain at the bottom.
本文运用三维有限元程序对4种路面结构进行对比应力分析,分析了结构组合变化对层底弯拉应变的影响。
2) tensile stress(strain) for bottom of layers
层底最大弯拉应力(变)
3) Tension stress on the bottom of layer
层底弯拉应力
4) tensile strain of the base course
层底拉应变
1.
It also points out that the addition of the thickness of the base course can lower the strain of the tensile strain of the base course and the surface deflection,while the addition of the soil modulus can reduce the surface deflection.
根据国内外研究经验,对沥青稳定基层设置、选取不同的基层模量,应用理论方法对不同情况下的沥青路面结构进行计算,结果表明:增加基层模量有利于降低基层底和土基顶的应变,增加底基层厚度能降低基层层底拉应变和表面弯沉,增加土基模量能减小表面弯沉。
5) tension strain at base of asphalt layer
沥青层底拉应变
6) base layer tensile stress
基层底面弯拉应力
1.
reliability analysis procedure is developed for the flexible pavements design method based on base layer tensile stress criteria.
对以基层底面弯拉应力为控制指标的沥青路面设计方法进行了可靠性分析。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条