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Ultra-Thin Whitetopping Rehabilitation Technology and Its Bonding Evaluation
A comprehensive bonding evaluation was conducted on an Ultra-Thin Whitetopping (UTW) experiment with eight full-scale pavement sections constructed with various design features. Strain responses were measured to monitor the bonding condition change during the accelerated loading. After the completion of loading, laboratory Iowa shear tests and field pull-off tests were performed to quantify the bond strength of the UTW-asphalt interface. Additional factors such as asphalt binder type, shearing direction, and the variability of the tests were also included in the evaluation.
Ultra-Thin Whitetopping Rehabilitation Technology and Its Bonding Evaluation
A comprehensive bonding evaluation was conducted on an Ultra-Thin Whitetopping (UTW) experiment with eight full-scale pavement sections constructed with various design features. Strain responses were measured to monitor the bonding condition change during the accelerated loading. After the completion of loading, laboratory Iowa shear tests and field pull-off tests were performed to quantify the bond strength of the UTW-asphalt interface. Additional factors such as asphalt binder type, shearing direction, and the variability of the tests were also included in the evaluation.
Ultra-Thin Whitetopping Rehabilitation Technology and Its Bonding Evaluation
Qi, Xicheng (author) / Mitchell, Terry (author) / Sherwood, James A. (author) / Dallaire, Michael (author)
Eighth International Conference on Applications of Advanced Technologies in Transportation Engineering (AATTE) ; 2004 ; Beijing, China
2004-05-13
Conference paper
Electronic Resource
English
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