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|Title:||State of the art of pavement response monitoring systems for roads and airfields|
|Authors:||Janoo, Vincent C.|
Eaton, Robert A.
|Keywords:||In-situ moisture and drainage measurement|
In-situ temperature measurement
Load deformation measurement
|Publisher:||Cold Regions Research and Engineering Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Special report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 89-23.|
From the Preface: The First International Symposium on the State of the Art of Pavement Response Monitoring Systems for Roads and Airfields was held at the Cold Regions Research and Engineering Laboratory in Hanover, New Hampshire, U.S.A., in March 1989. The theme of this symposium was the current state of the art of instrumentation of pavement structures subjected to varying thermal and moisture regimes. The symposium was divided into nine sessions. Withthe exception of the first and last, each session was devoted to a particular measurement. These measurements included moisture content, temperature and load deformation. One session was devoted to nondestructive testing in cold regions. The last session was devoted to past and current field instrumentation studies. The interest shown in this symposium clearly demonstrates the importance attached to instrumentation of pavement structures by the pavement engineering profession all over the world. A subcommittee was formed at this meeting to discuss the need for future conferences on this topic.The committee agreed that meetings should be held every two years. The Second International Conference on Pavement Instrumentation is thus being planned for the Fall of 1991. We wish to thank the invited speakers and participants for making this symposium a success.We also thank all the many CRREL personnel, and Sidney Gerard of Science and Technology Corporation, who helped support this effort.
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|Rights:||Approved for Public Release. Distribution is Unlimited.|
|Appears in Collections:||Special Report|
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|SR-89-23.pdf||118.44 MB||Adobe PDF|