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BRT as a new urban public transport system is to solve the urban traffic conflicts is one effective way , with less investment , short construction period , quick and so on . Mostly dedicated BRT lane road , a fully channelized mode , the relative concentration of the wheel acting position , force mode with the ordinary urban road pavement obvious difference , the road structure to withstand large shear tractive force , and thus the pavement structure and the resistance of the material cut more stringent performance requirements. In this paper, anti- rutting agent mixed with asphalt , asphalt perfusion epoxy asphalt mixture and Japan , through rutting performance test, penetration and direct shear test shear test to evaluate the shear Chet , thus recommend out of the reasonable cost of asphalt type is used BRT lane . Using SBR modified emulsified asphalt , SBS modified bitumen and Japan, three kinds of inter-layer epoxy adhesive , using the direct shear test and pullout test for interlaminar shear behavior , combined with the economic and construction factors , it is recommended that a suitable the adhesive layer material different conditions . According to the climatic characteristics of different regions of China , combined with asphalt and interlaminar shear properties of materials , recommended BRT typical pavement structures . Meanwhile, in the mechanical analysis and testing based on the proposed BRT parking section of the road material design parameter control indicators related projects for future reference. Finally, the combined entity Xiamen BRT project to study the construction technology and quality control measures.
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