通过沥青混合料的马歇尔稳定度试验与CPN车辙试验证实了以上结论的正确性。

These conclusions are then proved by Marshall stability test and CPN rutting test of asphalt mixtures.

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介绍了计算机控制式沥青混合料马歇尔稳定度试验仪的基本结构及其控制系统的设计与实现。

This paper introduces the designing idea of test software system for bituminous mixtures MLS stabilization test, and gives some key technology of system.

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马歇尔试验残留稳定度（MS0）与冻融劈裂试验残留强度比（TSR）结果显示，无添加剂玄武岩沥青混合料的水稳定性不一定能够满足规范要求；

Results of retained Marshall Stability (MS0) and Tensile Strength Ratio (TSR) indicate that without additive, the moisture damage resistance of basalt asphalt mixture may not meet the specifications.

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