There are many factors to influence subgrade resilient modulus, and the main 3 factors are soil type, compaction degree and moisture content.
影响路基回弹模量的因素有多种，主要包括土质类型、压实度和含水量三个方面。
At the same time, there is not uniform between subgrade design index (subgrade resilient modulus) and construction control index (compaction degree).
同时，存在路基设计指标(回弹模量)与施工控制指标(压实度)不统一的问题。
This paper researches the different testing methods of soil resilient modulus, and primarily evaluates their merits and shortcomings, applicable area and mend measure.
本文通过对不同土基回弹模量测试方法的研究，初步评价了其优缺点、适用范围及改进措施。
Experimental results showed that the resilient modulus of unsaturated cohesive subgrade soils reduced with the increase of deviator stress and the decrease of matric suction.
研究结果显示重复荷载下之偏应力愈大则回弹模量愈小，且回弹模量随基质吸力的增加而增加。
Therefore it will be urgent to research a kind of method with practice, rapidness and convenience to test subgrade resilient modulus and to control construction quality of subgrade reasonably.
因此，急需寻找一种便于工程设计应用的、快速、方便实用的回弹模量试验检测方法，并合理地进行路基施工质量控制。
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.
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.
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。
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