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- Influence of crumb rubber of different size, process and other additive on the properties of crumb rubber modified asphalt were investigated. 分析了制备工艺、胶粉粒径以及外加添加剂对胶粉改性沥青常规使用性能和稳定性的影响。
- The compatibility of the rubber and the matrix asphalt and the performance of the CRM(crumb rubber modified asphalt)were studied with the relation degree of grey system. 采用灰色关联分析法探讨了橡胶粉与基质沥青的相容性以及改性沥青的性能。
- crumb rubber modified asphalt (CRMA) 胶粉改性沥青
- crumb rubber modified asphalt concrete (CRMAC) 橡胶砂改性沥青混凝土（CRMAC）
- crumb rubber modified asphalt mix(CRUMAM) 废橡胶颗粒改性沥青混合料
- crumb rubber modified asphalt mixture 胶粉改性沥青混合料
- Crumb Rubber Modified Asphalt Concrete(CRMAC) 橡胶粉改性沥青混凝土
- Heitzman M., “State of Practice Design and Contruction of Asphalt Paving Materials with Crumb Rubber Modifier,” Federal Highway Administration , Washington , D.C. 邱垂德;金介正;潘昌林”废轮胎橡胶沥青混凝土的配比设计研究”第四届铺面材料再生学术研讨会.
- Rheological and morphological characterization of crumb rubber modified asphalt 制备工艺对橡胶粉改性沥青流变特性及形态学的影响研究
- Research on Temperature Susceptibility Indexes of Crumb Rubber Modified Asphalt 橡胶粉改性沥青温度敏感性评价指标研究
- Experimental Research and Application of Crumb Rubber Modified Asphalt Concrete 废旧橡胶颗粒改性沥青混合料的试验研究与应用
- Performance Evaluation and Construction Techniques of Crumb Rubber Modified Asphalt Concrete 橡胶粉改性沥青混凝土的性能评价和施工工艺措施研究
- Coarse crumb rubber is apt to deposit in asphalt. 粗的橡胶颗粒容易在沥青中沉淀。
- Keywords Crumb rubber modified asphalt;Solubility;Penetration;Softening point;Ductility; 橡胶粉改性沥青;溶解度;针入度;软化点;延度;
- Crumb rubber modified asphalt 橡胶粉改性沥青
- Microwave radiation was adopted to activate the crumb rubber powder (CR), the CR modified asphalt was made in laboratory. 经微波辐射对胶粉进行活化后，于实验室制备胶粉改性沥青。
- crumb rubber modifier asphalt 橡胶粉改性沥青
- Crumb Rubber Concrete (CRC) which is also called Elastic Concrete, is a kind of environmental material. 橡胶集料混凝土又称为弹性混凝土,它是一种环保的新型建筑材料。
- crumb rubber modifier(CRM) 橡胶粉
- It is found that the CRMAC pavement performance such as deformation performance decreases with the increase of mixed crumb rubber amount. 橡胶砂改性沥青混凝土随橡胶砂掺量的增加，其变形等性能有一定下降。
