Analysis on Load Stress of Asphalt Pavements with Different Crack States
Semi-rigid base asphalt pavement has well load-bearing capacity if no cracks occur.But cracks appear inevitably at the weak part of the structure.Models under different working conditions are set up with the finite element method (FEM) to analyze the stress distribution in the structure while the cement-stabilized macadam-base asphalt pavement encounters different crack states and interface conditions.The analysis indicates that the interlayer cohesion is the key factor affecting the spread of cracks.When the cohesion between the surface and base is weak,the tensile and shear stresses at the bottom of the surface course increase rapidly and both transverse cracks from the bottom to the top and longitudinal cracks in traffic direction come into being in the asphalt surface even though the base doesnt crack; those transverse cracks which havent spread through the base in depth direction will reflect to the surface course under load.The reflected cracks can be reduced and stayed if the surface course is covered after the shrinking cracks in the base course have fully spread and been cured.
highway engineering asphalt pavement crack states load stress
Yan Wang Zhifeng Liu
Jinling Institute of Technology, Nanjing 211169, China
国际会议
郑州
英文
201-206
2012-09-22（万方平台首次上网日期，不代表论文的发表时间）