结合试验段进行了乳化沥青冷再生混合料路用性能的试验。
Combined test section was emulsified asphalt cold mixture of renewable pavement performance tests.
通过实验室试验，探讨RAP含量对乳化沥青冷再生混合料使用性能的影响。
This paper discusses the effects of RAP content on the performance of cold reclaimed asphalt mixture using asphalt emulsion through laboratory tests.
确定了稳定剂最佳剂量的选择方法。初步形成冷再生混合料的配合比设计方法。
The method of how to choose the optimum dise of stabilizers is confirmed, and the mix design method of cold recycled mixture is put forward.
文章最后介绍了沥青路面冷再生的设计和施工方法，结合实体工程综合评价了再生混合料的使用性能。
The designing and constructing technics are also developed in this paper and the engineering performance of the recycled mixture used in highway entity pavement is comprehensively evaluated.
文中结合国内外已有的研究，阐述了乳化沥青冷再生基层混合料配合比设计工作。
This article researches at home and abroad, specifies the proportioning and production design of mixed material in the cold rebirth substrate of emulsified bitumen.
泡沫沥青和混合料的研究与应用无论是对环保，还是对改善冷再生路面使用性能，都很有价值。
Research and application of foamed bitumen and foamed mixture is very valuable not only for environment protection but also for improving the performance of cold-recycled pavement.
通过实验室试验，探讨乳化沥青冷再生沥青混合料的水稳定性以及水泥对其的改善效果。
The moisture susceptibility of cold reclaimed asphalt pavement(RAP) mixtures using emulsion asphalt through laboratory tests and improving effect of Portland cement are discussed.
通过再生旧沥青混合料用做柔性基层的工程实例，介绍了冷拌再生沥青混合料配合比设计的原则、方法、步骤及最佳配合比的验证。
By an practical project of cold recycling of asphalt mixture as flexible base, the principle and approach of proportioning design of recycling material are introduced.
采用旧沥青路面铣刨混合料，用泡沫沥青和水泥复合作再生稳定剂进行现场冷再生碾压成型形成半柔性基层。
Using old asphalt pavement milling mixture, foamed bitumen and cement are combined to make recycling stabilizer, to generate the semi-flexible base by site cold recycling.
采用旧沥青路面铣刨混合料，用泡沫沥青和水泥复合作再生稳定剂进行现场冷再生碾压成型形成半柔性基层。
Using old asphalt pavement milling mixture, foamed bitumen and cement are combined to make recycling stabilizer, to generate the semi-flexible base by site cold recycling.
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