首页 | 本学科首页   官方微博 | 高级检索  
     


Investigation of a Pavement Premature Failure on a Weak and Moisture Susceptible Base
Authors:Dar-Hao Chen
Affiliation:Professor, School of Highway Engineering, Changsha Univ. of Science and Technology, 45 Chiling Rd., Changsha, Hunan 410076, People’s Republic of China; and, Texas Dept. of Transportation, 4203 Bull Creek #39, Austin, TX 78731 (corresponding author). E-mail: dchen@dot.state.tx.us
Abstract:An investigation was conducted to determine the root cause of the premature pavement failure. The premature pavement failure occurred in the form of rutting and alligator cracking. Although the affected portion was repaired by removing and replacing the top 75-mm asphalt concrete (AC), the repaired AC experienced recurring rutting and alligator cracking in a few weeks. Through extensive field and lab testing, it was found that the weak base is the root cause of the premature failure and the brittleness of the AC is secondary. However, both the base and AC were built according to plan and met the current material and field density requirements. It was concluded that density alone for construction quality control is not sufficient, as it was not able to protect against premature failures from occurring. Although there are many different ways to minimize premature failures, an immediate action is to include proof rolling in construction quality control. Proof rolling has been used with success to ensure proper compaction and to locate unstable areas, as the stability is greatly influenced by the degree of densification achieved during compaction.
Keywords:Pavements  Failures  Cracking  Aggregates  Radar  Base course  Moisture  
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号