asphalt binder造句

• The manage of asphalt binder material
  高等级公路沥青混合料原材料的质量管理
• Standard specification for performance graded asphalt binder
  定级沥青粘合剂性能的标准规范
• Standard specification for graded trinidad lake modified asphalt binder
  分级特立尼达湖地改良沥青的标准规范
• New method to estimate initial asphalt binder content for superpave mix
  高性能沥青路面混合料初始沥青用量的预估
• New method to calculate initial asphalt binder content for stone matrix asphalt
  沥青玛蹄脂碎石初始沥青用量的计算方法
• Standard test method for solubility of asphalt binders in toluene by centrifuge
  离心法测定甲苯中沥青胶粘剂溶解度的标准试验方法
• Standard practice for determining low - temperature performance grade of asphalt binders
  测定沥青粘合剂的低温特性等级的标准实施规程
• Standard test method for quantitative extraction and recovery of asphalt binder from asphalt mixtures
  从沥青混合料中定量萃取和回收沥青粘合剂的标准试验方法
• Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer
  用动态剪切流变仪测定沥青粘结剂流变特性的标准试验方法
• Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer
  使用弯曲束状流变仪的沥青粘结剂的柔性蠕变硬度测定的标准试验方法
• One consequence of this has been the growth of polymer modification of asphalt binders as well as the development of other modification procedures
  这样随后而来的结果就是沥青包扎工具的聚合物改良的增长和其他改良程序的发展。
• Based on uniaxial penetrating test , the effects of aggregate gradation , aggregate physical properties , asphalt binder properties , asphalt content , air void and homogeneity on shear resistance of asphalt mixture were investigated directly at 60
  摘要为了研究沥青混合料抗剪强度的影响因素，基于单轴贯入试验，在温度为60时，直接对集料级配、集料性质、沥青性质、含油量、空隙率以及均匀对沥青混合料抗剪强度的影响进行研究。
• The research results show that aggregate gradation and the nominal maximum aggregate size evidently influence the shear resistance of asphalt mixture ; aggregate flakiness content influences the shear resistance of asphalt mixture , and with the increase of aggregate flakiness content the shear resistance of asphalt mixture decreases ; asphalt binder properties , especially penetration , softening point and viscosity influence the shear resistance of asphalt mixture , and the latter increases with the decrease of penetration and the increase of softening point and viscosity ; asphalt content influences shear resistance of asphalt mixture , and with the increase of binder / aggregate ratio the shear resistance of asphalt mixture decreases ; air void influences shear resistance of asphalt mixture , and usually with the increase of air void the shear resistance of asphalt mixture decreases ; homogeneity does not have a direct and obvious relationship with absolute value of shear resistance of asphalt mixture , but does with variation of shear resistance of asphalt mixture
  研究结果表明：集料级配和公称最大集料粒径对沥青混合料抗剪强度有显著的影响；沥青混合料抗剪强度受其集料中针片状含量的影响较大，集料中针片状含量增大，沥青混合料抗剪强度减小；结合料的性质，特别是针入度、软化点和粘度对沥青混合料抗剪强度有较大的影响，随着针入度减小，软化点和粘度增大，沥青混合料抗剪强度增大；含油量对沥青混合料抗剪强度有较大影响，随着油石比的增大，沥青混合料抗剪强度减小；沥青混合料抗剪强度受其空隙率的影响较大，一般随着空隙率的增大，其抗剪强度减小；沥青混合料均匀性与沥青混合料抗剪强度绝对数值间没有明显的关联，而与数值间的变异性有着很好的相关性。