• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Conference of Concrete Pavement,China(耐久性水泥混凝土路面学术交流会） >Early Age Performance of Continuously Reinforced Concrete Pavements with Different Design Features in China
【24h】

Early Age Performance of Continuously Reinforced Concrete Pavements with Different Design Features in China

机译：中国不同设计特征的连续钢筋混凝土路面的早期性能

获取原文
获取原文并翻译 | 示例
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The design, construction and early age performance of eleven CRCP test sections along the Yanwei Expressway in China were investigated. The eleven sections were designed and constructed for the following objectives: 1) to determine the effects of parameters on CRCP performance, 2) to determine the optimum crack spacing and the effects of active crack control on the performance of CRCP, 3) to determine the accuracy boundary conditions for the accurate numerical modeling of CRCP subjected to environmental factors and traffic loads, and 4) to verify the analysis results of CRCP when subjected to environmental factors and traffic loads. Field investigations were carried out on several CRC pavements in China and cluster cracking and punchout were adopted as the performance criteria when discussing the effects of some factors on performance of CRCP. Concrete properties were measured. The instrumentation and data acquisition system used to collect the early-age and long-term temperature and strain measurements were described. The early-age behavior of CRCP in terms of concrete strains due to environmental loading was extensively investigated and was presented in this paper. The early-age cracks were surveyed and falling weight deflectometer tests were also carried out.
机译：对沿延高速公路的11条CRCP试验路段的设计，施工和早期性能进行了研究。为实现以下目标而设计和构建了11个部分：1）确定参数对CRCP性能的影响； 2）确定最佳裂纹间距以及主动裂纹控制对CRCP性能的影响； 3）确定CCP性能。在考虑环境因素和交通负荷的情况下对CRCP进行精确数值建模的精确边界条件； 4）验证在环境因素和交通负荷下对CRCP的分析结果。在讨论了一些因素对CRCP性能的影响时，对中国的几种CRC路面进行了现场调查，并采用开裂和冲孔作为性能标准。测量混凝土性能。描述了用于收集早期和长期温度和应变测量值的仪器和数据采集系统。本文对CRCP的早期行为进行了广泛研究，该行为是由于环境荷载引起的混凝土应变。对早期裂纹进行了调查，并进行了落锤挠度计测试。

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