首页> 外文会议>Fifth American Society of Civil Engineers Materials Engineering Congress May 10-12,1999 Cincinnati, Ohio >Design Procedure for Thin Fiber-Reinforced Concrete Overlay on Asphalt Pavement
【24h】

Design Procedure for Thin Fiber-Reinforced Concrete Overlay on Asphalt Pavement

机译:沥青路面薄纤维增强混凝土罩面设计程序

获取原文
获取原文并翻译 | 示例

摘要

The use of thin synthetic fiber reinforced concrete (SFRC) overlay for resurfacing deteriorated asphalt pavements started in early 1990's and has seen rapid growth in recent years. It involves placing very thin concrete slabs (50 to 100 mm thick) on old asphalt pavement to form bonded (or partially bonded) composite pavements and has been generally referred to as ultra-thin whitetopping (UTW). The reduction of thickness is justified by the use of high quality concrete with relatively high strength, shorter joint spacing and bond between the concrete and existing asphalt pavement.
机译:从1990年代初开始使用薄的合成纤维增强混凝土(SFRC)覆盖层来覆盖老化的沥青路面,并且近年来这种增长迅速。它涉及将非常薄的混凝土板(50至100毫米厚)放置在旧的沥青路面上,以形成粘结(或部分粘结)的复合路面,通常被称为超薄白面(UTW)。厚度的减少是通过使用具有较高强度,较短的缝隙间距以及混凝土与现有沥青路面之间的粘结力的高质量混凝土来证明的。

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