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contributor authorShuang Shi
contributor authorJusheng Tong
contributor authorYang Zhang
contributor authorTao Ma
contributor authorJinglin Zhang
date accessioned2024-04-27T20:53:57Z
date available2024-04-27T20:53:57Z
date issued2023/12/01
identifier other10.1061-JPEODX.PVENG-1218.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296199
description abstractAn increasing number of field investigations have revealed that the transverse cracks in semirigid asphalt pavement are more likely to initiate in the top of the asphalt layer rather than in the bottom of the asphalt layer, which conflicts with the widely accepted view that bottom-initiated reflective cracking is the dominant distress. To analyze the initiation cause of this kind of surface crack, a numerical simulation model coupled with multiphysics fields was built. It was based on the viscoelastic-plastic damage model, using the finite-element software Abaqus to calculate the damage distribution coupled with the temperature field as well as the loading field. The simulation results show that asphalt layers have two main damage regions in the semirigid base crack section, located in the top asphalt layer and the bottom asphalt layer. The increase of asphalt layer thickness and the decrease of heavy loads are the most possible causes of surface-initiated cracks replacing reflective cracks in semirigid pavements in recent years in China.
publisherASCE
titleNumerical Analysis of the Initiation Cause of the Surface Transverse Cracks in Semirigid Asphalt Pavement
typeJournal Article
journal volume149
journal issue4
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.PVENG-1218
journal fristpage04023030-1
journal lastpage04023030-10
page10
treeJournal of Transportation Engineering, Part B: Pavements:;2023:;Volume ( 149 ):;issue: 004
contenttypeFulltext


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