首页> 外文会议>International Conference on Materials Science and Engineering Application >Evaluation of Low Temperature Performance for Diatomite Modified Asphalt Mixture
【24h】

Evaluation of Low Temperature Performance for Diatomite Modified Asphalt Mixture

机译:硅藻土改性沥青混合料低温性能的评价

获取原文

摘要

According to the low temperature disease on asphalt pavement in the areas of cold and large temperature difference between day and night, conventional index test and low temperature bending creep test were used to analyze the influence of diatomite dosage on the low temperature performance of diatomite modified asphalt, and the mixture's low temperature bending test was applied for verification. Test results show that after diatomite's addition into asphalt, equivalent brittle point reduces significantly, ductility test cannot estimate low temperature performance very well, stiffness modulus increases and relaxation ability decreases; meanwhile, peak value of stiffness modulus and strain energy of asphalt mixture can be found, the low temperature crack resistance is enhanced; optimum dosage of diatomite is 13%. So, the low temperature performance evaluation method of diatomite modified asphalt mixture through BBR's low temperature performance evaluation on diatomite modified asphalt remains to be discussed.
机译:根据白天和夜间温度差异的沥青路面的低温疾病,使用常规指标试验和低温弯曲蠕变试验分析硅藻土剂量对硅藻土改性沥青低温性能的影响,并施加混合物的低温弯曲试验进行验证。测试结果表明,在硅藻土加入沥青后,当量脆弱点显着降低,延展性试验不能估计低温性能,非常好,刚度模量升高,放松能力降低;同时,可以发现沥青混合物刚度模量和应变能量的峰值,增强低温裂纹性;硅藻土的最佳剂量为13%。因此,通过BBR对硅藻土改性沥青的低温性能评估,硅藻土改性沥青混合料的低温性能评价方法仍有待讨论的差异。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号