A rational approach to the prediction of reflective cracking in bituminous overlays for concrete pavements

[1]  G W Maupin,et al.  SIMPLE PROCEDURE FOR FATIGUE CHARACTERIZATION OF BITUMINOUS CONCRETE , 1976 .

[2]  N Garg,et al.  Performance of hot mix asphalt surface under high tire pressure aircraft landing gear configuration at the FAA National Airport Pavement Test Facility , 2009 .

[3]  J Serfass,et al.  FIBER-MODIFIED ASPHALT OVERLAYS , 2000 .

[4]  Frank Fee,et al.  Comparison of Thin-Lift Hot-Mix Asphalt Surface Course Mixes in New Jersey , 2005 .

[5]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[6]  Jorge C. Pais,et al.  A Mechanistic-Empirical Based Overlay Design Method for Reflective Cracking , 2002 .

[7]  Nenad Gucunski,et al.  Behavior of Construction and Demolition Debris in Base and Subbase Applications , 1998 .

[8]  E. W. C. Wilkins,et al.  Cumulative damage in fatigue , 1956 .

[9]  Phillip B Blankenship,et al.  Wisconsin Experiences with Reflective Crack Relief Projects , 2005 .

[10]  Thomas Bennert,et al.  Backcalculation Method to Determine Effective Asphalt Binder Properties of Recycled Asphalt Pavement Mixtures , 2010 .

[11]  G Rowe,et al.  The performance of a long life pavement and rehabilitation of surface cracking: I-287 New Jersey , 2004 .

[12]  P. Blankenship,et al.  Interlayer and Design Considerations to Retard Reflective Cracking , 2004 .

[13]  Jeffrey L. Lee,et al.  Monitoring Pavement Changes in a Rehabilitation Project with Continuous Rolling Dynamic Deflectometer Profiles , 2005 .

[14]  Ali Maher,et al.  Evaluation of Current State of Flexible Overlay Design for Rigid and Composite Pavements in the United States , 2007 .

[15]  T Bennert,et al.  A practical methodology for the performance-based selection of bituminous mixtures for concrete overlays , 2008 .

[16]  Gerald J. Malasheskie,et al.  FIELD PERFORMANCE OF FABRICS AND FIBERS TO RETARD REFLECTIVE CRACKING , 1989 .

[17]  B J Dempsey,et al.  INTERLAYER STRESS ABSORBING COMPOSITE (ISAC) FOR MITIGATING REFLECTION CRACKING IN ASPHALT CONCRETE OVERLAYS , 1996 .

[18]  Ali Maher,et al.  Field and Laboratory Evaluation of a Reflective Crack Interlayer in New Jersey , 2008 .

[19]  Thomas Bennert,et al.  Assessment of Workability and Compactability of Warm-Mix Asphalt , 2010 .

[20]  A Scarpas,et al.  FINITE ELEMENTS SIMULATION OF REFLECTIVE CRACKING IN ASPHALTIC OVERLAYS , 1996 .

[21]  Thomas Bennert,et al.  Comparison of Friction Properties of Friction-Course Pavement Systems During Winter Storm Events , 2006 .

[22]  William G. Buttlar,et al.  COST-EFFECTIVENESS OF REFLECTIVE CRACK CONTROL TREATMENTS IN ILLINOIS , 2000 .

[23]  Ali Maher,et al.  Evaluation of Superpave Mix Design for Low-Volume Roads in New Jersey , 2006 .

[24]  J W Button OVERLAY CONSTRUCTION AND PERFORMANCE USING GEOTEXTILES , 1989 .

[25]  Ramon Bonaquist,et al.  Practical Procedure for Developing Dynamic Modulus Master Curves for Pavement Structural Design , 2005 .

[26]  R Burlie,et al.  USE OF STONE MASTIC ASPHALT TO MITIGATE REFLECTIVE CRACKING , 2000 .

[27]  Ali Maher,et al.  Geotechnical Properties of Stabilized Dredged Material from New York-New Jersey Harbor , 2004 .

[28]  T Scullion,et al.  Overlay Tester: A Simple Performance Test for Thermal Reflective Cracking (With Discussion and Closure) , 2005 .

[29]  Imad L. Al-Qadi,et al.  Pavement cracking: mechanisms, modeling, detection, testing, and case histories: proceedings of the 6th Rilem International Conference on Cracking in Pavements, Chicago, USA, 16-18 June 2008 , 2008 .

[30]  William N. Houston,et al.  Calibration and Validation of the Enhanced Integrated Climatic Model for Pavement Design , 2008 .

[31]  Thomas Bennert,et al.  Precision of AASHTO TP62-07 for Use in Mechanistic–Empirical Pavement Design Guide for Flexible Pavements , 2009 .

[32]  Z Tan Mechanistic analysis for opening reflective cracking in asphalt overlays , 2000 .

[33]  Khalid A. Ghuzlan Traditional Fatigue Analysis of Asphalt Concrete Mixtures , 2003 .

[34]  Ali Maher,et al.  Influence of Pavement Surface Type on Tire/Pavement Generated Noise , 2005 .

[35]  Richard N. Stubstad,et al.  An overlay design method for reflective cracking , 2000 .

[36]  Thomas Bennert,et al.  Use of Dredged Sediments from Newark Harbor for Geotechnical Applications , 2000 .

[37]  R L Lytton,et al.  DESIGN OF ASPHALT CONCRETE OVERLAY TO MITIGATE REFLECTIVE CRACKING , 2000 .

[38]  Ali Maher,et al.  Comparing Fine Aggregate Angularity with Aggregate and Hot-Mix Asphalt Performance Tests , 2006 .

[39]  M J Hensley OPEN-GRADED ASPHALT CONCRETE BASE FOR THE CONTROL OF REFLECTIVITY , 1980 .

[40]  Lijun Sun,et al.  MECHANISTIC ANALYSIS OF REFLECTIVE CRACKING AND VALIDATION OF FIELD TEST , 2000 .

[41]  Thomas Bennert,et al.  Utilization of Construction and Demolition Debris Under Traffic-Type Loading in Base and Subbase Applications , 2000 .

[42]  Thomas Bennert,et al.  Polyphosphoric Acid in Combination with Styrene-Butadiene-Styrene Block Copolymer: Laboratory Mixture Evaluation , 2010 .

[43]  William G. Buttlar,et al.  Evaluation of reflection crack control policy , 1999 .

[44]  Thomas Bennert,et al.  Field and Laboratory Forensic Analysis of Reflective Cracking on Massachusetts Interstate 495 , 2009 .

[45]  Robert L. Lytton,et al.  METHODOLOGY FOR PREDICTING THE REFLECTION CRACKING LIFE OF ASPHALT CONCRETE OVERLAYS , 1979 .

[46]  Robert L. Lytton,et al.  Guidelines for Using Geosynthetics with Hot-Mix Asphalt Overlays to Reduce Reflective Cracking , 2007 .