首页> 外文期刊>Journal of materials in civil engineering >Mixture Design Of Pavement Surface Course Considering The Performance Of Skid Resistance And Disaster Proofin Road Tunnels
【24h】

Mixture Design Of Pavement Surface Course Considering The Performance Of Skid Resistance And Disaster Proofin Road Tunnels

机译:考虑防滑和防灾公路隧道性能的路面面层混合设计

获取原文
获取原文并翻译 | 示例
           

摘要

Incidents may arise in road tunnels, in particular at the tunnel entrance and exit. Investigation conducted in the road tunnels in the provinces of Guizhou and Yunnan in China showed that the concrete pavement surface skid resistance decreased rapidly inside the tunnels and was significantly different from that outside the tunnels. Pavement surface skid resistance is one of the most important factors that affect travel safety, in particular wet weather skidding accidents. Countermeasures are necessary to enhance the skid resistance on concrete pavements in tunnels. The writers made an effort to investigate possible pavement surfaces to provide long-lasting skid resistance, including porous concrete surface and open graded friction course (OGFC) surface. Porous concrete was paved directly on the regular concrete pavement and OGFC was paved on the existing surface of concrete pavement to provide sufficient skid resistance. Accelerated abrasion devices have been developed to evaluate the skid resistances of the porous concrete and OGFC, respectively. Regular asphalt materials will burn easily and emit toxic gas in fire, which may reduce the survival rate for tunnel users involved in fire accidents. Fire-retardant asphalt has been developed to reduce the tendency of asphalt materials to burn and reduce emission.
机译:公路隧道中,尤其是在隧道入口和出口处,可能会发生事故。在中国的贵州省和云南省的公路隧道中进行的调查显示,隧道内部的混凝土路面防滑性能迅速下降,并且与隧道外部的明显不同。路面抗滑性是影响行车安全的最重要因素之一,特别是在潮湿天气下滑行事故。必须采取措施来增强隧道混凝土路面的防滑性。作者努力研究可能的路面以提供持久的防滑性,包括多孔混凝土表面和开放坡度的摩擦层(OGFC)表面。将多孔混凝土直接铺在常规混凝土路面上,将OGFC铺在混凝土路面的现有表面上,以提供足够的防滑性。已经开发了加速磨损装置来分别评估多孔混凝土和OGFC的防滑性。普通沥青材料在燃烧时会轻易燃烧并散发出有毒气体,这可能会降低涉及火灾事故的隧道使用者的生存率。已经开发了阻燃沥青以减少沥青材料燃烧的趋势并减少排放。

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