首页> 外文OA文献 >Fatigue investigation of the interface shear performance in asphalt pavement
【2h】

Fatigue investigation of the interface shear performance in asphalt pavement

机译:沥青路面界面剪切性能的疲劳研究

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

This paper shows the interlayer fatigue performance evaluated by the Sapienza shear testing machine. The tests can be performed by placing double layer specimens in several inclinations, in order to reproduce a variety of expected ratios between the normal and the shear stress. The machine manages loads with any kind of waveform and is particularly able to simulate the stress trends expected in field in points located just outside the wheel path. In this experimentation, the machine applies a triangular waveform load computed by a linear elastic multilayer program at the depth of the first pavement interface. A fatigue law is estimated considering the number of repetitions that causes the interface failure. A linear regression in the log-log graph suitably fits the experimental results for the analyzed conditions of temperature and interface type.
机译:本文显示了由Sapienza剪切试验机评估的层间疲劳性能。可以通过将双层样品放置在多个倾斜角度来执行测试,以重现法向应力和剪切应力之间的各种预期比率。该机器可以处理任何波形的负载,并且特别能够模拟车轮路径外的点在野外预期的应力趋势。在该实验中,机器在第一人行道界面的深度处施加由线性弹性多层程序计算的三角波形载荷。考虑引起接口故障的重复次数,估计疲劳定律。对数-对数图中的线性回归适合于分析温度和界面类型条件的实验结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

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