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The National Academies

NCHRP 01-52 [Completed]

A Mechanistic-Empirical Model for Top-Down Cracking of Asphalt Pavement Layers

  Project Data
Funds: $500,000
Research Agency: Texas A&M Transportation Institute
Principal Investigator: Robert L. Lytton
Effective Date: 3/4/2013
Completion Date: 3/30/2018

BACKGROUND: Recent studies have determined that some load-related fatigue cracks in asphalt pavement layers can be initiated at the surface of the pavement and propagate downward through the asphalt layer. However, this form of distress cannot entirely be explained by fatigue mechanisms used to explain cracking that initiates at the bottom of the pavement. These studies have also suggested hypotheses regarding top-down cracking mechanisms (e.g., bending-induced surface tension and shear-induced near-surface tension) and developed preliminary models for predicting crack initiation and propagation. For example, the AASHTO Mechanistic-Empirical Pavement Design Guide Manual of Practice (MEPDG) developed under NCHRP Project 01-37A provides a tentative methodology for the analysis and performance prediction of such cracking. Also, recent work completed under NCHRP Project 01-42A (see NCHRP Web Only Document 162) developed a viscoelastic continuum damage-based crack initiation model and an asphalt layer fracture mechanics-based crack propagation model.   However, additional research is needed to address the issues associated with top-down cracking and to develop a calibrated, validated mechanistic-empirical model for incorporation into the MEPDG procedures. Such a model will allow a more rational analysis and design procedures of asphalt pavements and overlays.
 
OBJECTIVE: The objective of this research is to develop a mechanistic-empirical model (and associated computational software) for predicting top-down cracking in asphalt pavement layers and incorporation into the MEPDG procedures.
  
STATUS: Research is complete.  The final report is available as NCHRP Web Only Document 257 at

http://www.trb.org/main/blurbs/178311.aspx

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