结果表明，塑化杨木单板的静曲模量和静曲强度与塑化压力呈非线性关系。
The results from experiments showed that the relationship between modulus of elasticity(MOE), modulus and Rupture(MOR) and adhesive pressure are non-linear.
本研究旨在通过对聚酯纤维沥青混合料静动态模量的试验研究和设计探讨，对这种新型路面进行更深层次的研究。
By the test and design for resilient and dynamic modulus of asphalt mixture reinforced by polyester fiber, the new material is further studied in the paper.
基于静载蠕变试验结果建立了沥青混合料粘滞劲度模量与温度之间的转换模型方程。
Finally a model between asphalt mixture creep stiffness and temperature was build to simulate the test results of static creep tests.
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