14 April 2010 Research on tensile strength characteristics of bridge deck pavement bonding layers
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Proceedings Volume 7522, Fourth International Conference on Experimental Mechanics; 75223O (2010) https://doi.org/10.1117/12.851456
Event: Fourth International Conference on Experimental Mechanics, 2009, Singapore, Singapore
Abstract
As the development of the traffic in the world, the bridge deck pavement is playing a more and more important role in the whole traffic system. Big span bridge has become more and more especially cement concrete bridge, therefore the bridge deck pavement bonding layers are emphasized as an important part of bridge traffic system, which can mitigate travel impact to bridge and magnify stationary or traffic amenity. The quality and durability of deck pavement bonding layer has directly effect on traffic safety, comfort, durability and investment of bridge. It represents the first line of defence against the ingress of water, road de-icing salts and aggressive chemicals. In real project, many early age damage of bridge deck pavement has become serious disease that affecting the function of bridge. During the construction of the bridge deck, many types of asphalt binders were used, such as styrene-butadiene-styrene (SBS) modified asphalt, styrene-butadiene rubber (SBR) modified asphalt, neoprene latex asphalt, etc. In this paper UTM-25 was used to test the tensile strength of different bridge deck pavement bonding layers with the different treatment methods to inter-surface.
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Shaopeng Wu, Shaopeng Wu, Jun Han, Jun Han, } "Research on tensile strength characteristics of bridge deck pavement bonding layers", Proc. SPIE 7522, Fourth International Conference on Experimental Mechanics, 75223O (14 April 2010); doi: 10.1117/12.851456; https://doi.org/10.1117/12.851456
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