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Bond condition between surface layer and immediate layer in porous asphalt pavement 被引量:3
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作者 杨军 戴鹏 +3 位作者 于良溟 葛苏闽 刘清泉 钱国超 《Journal of Southeast University(English Edition)》 EI CAS 2007年第4期588-593,共6页
Through the shear tests on composite specimens using four different kinds of tack coat material (epoxy resin, SBS modified emulsified asphalt, SBS modified asphalt and H# bridge waterproof material), the bond condit... Through the shear tests on composite specimens using four different kinds of tack coat material (epoxy resin, SBS modified emulsified asphalt, SBS modified asphalt and H# bridge waterproof material), the bond condition between layers of porous asphalt pavement under traffic load, temperature variation and moisture situation is evaluated. The test results show that the bond strength decreases with the rise in temperature, and the relationship between shear strength and temperature can be expressed by a logarithm curve at a high reliability. Under the action of traffic load, the value of shear strength of the mixture right under the centre of the wheel track is smaller than that of other parts of the pavement. It is also found that some effects concerning moisture have comparative effects on the bonding of the two layers. Given all the results achieved during the study, it will be quite rewarding to make rational comparisons during selecting the sound type of tack coat. 展开更多
关键词 porous asphalt pavement waterproof and cohesive layer shear strength
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