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- W2384207935 abstract "The reflective cracking is one of the main damages of semi-rigid base asphalt pavement and rigid base asphalt pavement.Aimed at this problem,a method that using open-graded large stone asphalt mixture(LSAM) as cracking relief layer was proposed.Based on the calculation principles of temperature stress of asphalt pavement with open-graded LSAM relief layer was introduced,the temperature stress of open-graded LSAM of asphalt pavement was analyzed,and the influence of pavement design parameters on temperature stress was discussed by using finite element analysis software ABAQUS.The result indicates that modulus,thickness and air voids of open-graded LSAM have the remarkable influence on its temperature stress and they are key parameters for the structural design of asphalt pavement with open-graded LSAM." @default.
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- W2384207935 date "2009-01-01" @default.
- W2384207935 modified "2023-09-23" @default.
- W2384207935 title "Analysis of Influence Factors of Temperature Stress of Open-graded Large Stone Asphalt Mixture in Asphalt Pavement" @default.
- W2384207935 hasPublicationYear "2009" @default.
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