A multi-scale approach for near-surface pavement cracking and failure mechanisms
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2010-10-31
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Edition:Final report
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Abstract:Near‐surface cracking is one of the predominant distress types in flexible pavements. The occurrence of ; near‐surface cracking, also sometimes referred to as top‐down cracking, has increased in recent years ; with the increased construction of relatively thick flexible pavements. However, understanding the ; mechanisms of near‐surface cracking and its integration into pavement design protocols remains a ; challenge. A mechanistic‐empirical approach requires a thorough understanding of the mechanisms of ; cracking on the surface or in the proximity of tires as well as an experimental characterization simulating ; field failure conditions. The analysis of this problem can become a very complex task due to multi‐axial ; stress states in the vicinity of tires. This study investigated the near‐surface response to non‐uniform tire ; contact stresses and analyzed the potential for occurrence of cracks near the surface in a typical ; relatively thick flexible pavement structure. The Generalized Finite Element Method (GFEM) was ; utilized to analyze the pavement structures in three‐dimensions (3‐D) considering the viscoelastic ; effects. This method provided a computational framework where arbitrary orientation of cracks in a ; finite element mesh is possible. The use of the GFEM in this problem was particularly intended for ; resolving the mixed mode fracture conditions which may emanate from the complex stress states in the ; vicinity of tires.
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Main Document Checksum:urn:sha-512:7166d02c586499404efbbd88751d9a7be4656d17fa0b0018b04c5209aea66a54098dbc8fb12890cdc97567df0d2b9ba979f0f63a2f02901144fca83e7f701e73