Design and Construction Guidelines for Thermally Insulated Concrete Pavements
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John T Harvey | Lev Khazanovich | James M Signore | José Tadeu Balbo | Nicholas J Santero | Mary Vancura | Derek Tompkins | Priyam Saxena | Luke Johanneck | Mihai Marasteanu | Mark Watson | Rita E Lederle
[1] M. Guddati,et al. Top-Down Cracking of Hot-Mix Asphalt Layers: Models for Initiation and Propagation , 2010 .
[2] Lev Khazanovich,et al. Comprehensive Evaluation of Effect of Climate in Mechanistic–Empirical Pavement Design GuidePredictions , 2010 .
[3] Frederick R. Eirich,et al. Rheology : theory and applications , 1956 .
[4] Gonzalo R. Rada,et al. NATIONWIDE EVALUATION STUDY OF ASPHALT CONCRETE OVERLAYS PLACED ON FRACTURED PORTLAND CEMENT CONCRETE PAVEMENTS , 1992 .
[5] Mostafa A. Elseifi,et al. Optimization of Tack Coat for HMA Placement , 2012 .
[6] Aybike Ongel,et al. Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results , 2009 .
[7] T Kuennen. RESONANT 'RUBBLIZING' PUTS ASPHALT OVER CONCRETE , 1991 .
[8] Laith Tashman,et al. Evaluation of the Influence of Tack Coat Construction Factors on the Bond Strength between Pavement Layers , 2006 .
[9] Gonzalo R. Rada,et al. ASPHALT CONCRETE OVERLAY DESIGN METHODOLOGY FOR FRACTURED PORTLAND CEMENT CONCRETE PAVEMENTS , 1992 .
[10] Yuan Xiao,et al. Evaluation of the Dynamic Complex Modulus Test and Indirect Diametral Test for Implementing the AASHTO 2002 Design Guide for Pavement Structures in Florida , 2007 .
[11] Kamil E Kaloush,et al. Assessment of distress in conventional hot-mix asphalt and asphalt-rubber overlays on Portland cement concrete pavements: Using the new guide to mechanistic-empirical design of pavement structures , 2005 .
[12] David Jones,et al. Warm-Mix Asphalt Study: First-Level Analysis of Phase 2 HVS and Laboratory Testing and Phase 1 and Phase 2 Forensic Assessments , 2009 .
[13] Carlos E. Correa,et al. LTPP DATA ANALYSIS: EFFECTIVENESS OF MAINTENANCE AND REHABILITATION OPTIONS , 2002 .
[14] Dale Becker. Rubblization. Design and Construction Guidelines of Rubblizing and Overlaying PCC Pavements with Hot-Mix Asphalt , 2006 .
[15] J B Rauhut,et al. REHABILITATION PERFORMANCE TRENDS: EARLY OBSERVATIONS FROM LONG-TERM PAVEMENT PERFORMANCE (LTPP) SPECIFIC PAVEMENT STUDIES (SPS) , 1998 .
[16] Bryan E. Little,et al. American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .
[17] Cédric Sauzéat,et al. Three-Dimensional Linear Behavior of Bituminous Materials: Experiments and Modeling , 2007 .
[18] Thomas A. Bennert. A rational approach to the prediction of reflective cracking in bituminous overlays for concrete pavements , 2009 .
[19] Peter Smith. PAST PERFORMANCE OF COMPOSITE PAVEMENTS , 1963 .
[20] Qiang Wang,et al. Improvement of structural modeling of flexible pavements for mechanistic-empirical design , 2008 .
[21] Thomas Bennert,et al. Field and Laboratory Forensic Analysis of Reflective Cracking on Massachusetts Interstate 495 , 2009 .
[22] Danny Brown,et al. RESURFACING OF PLAIN JOINTED-CONCRETE PAVEMENTS , 1981 .
[23] Berkeley Partnered. Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Four-Year Results , 2011 .
[24] Kamil E. Kaloush,et al. Assessment of Distress in Conventional Hot-Mix Asphalt and Asphalt–Rubber Overlays on Portland Cement Concrete Pavements , 2005 .
[25] Haifang Wen,et al. Guidelines for the Surface Preparation/Rehabilitation of Existing Concrete and Asphaltic Pavements Prior to an Asphaltic Concrete Overlay , 2005 .
[26] Michael I Darter,et al. PERFORMANCE OF ORIGINAL AND RESURFACED PAVEMENTS ON THE ILLINOIS FREEWAY SYSTEM , 1997 .
[27] O. C. Zienkiewicz,et al. The Finite Element Method for Solid and Structural Mechanics , 2013 .
[28] Lijun Sun,et al. REFLECTIVE CRACKING IN ASPHALT OVERLAY ON EXISTING PCC , 2002 .
[29] Fujie Zhou,et al. Integrated Asphalt (Overlay) Mixture Design, Balancing Rutting and Cracking Requirements , 2006 .
[30] David H Timm,et al. LOW TEMPERATURE CRACKING OF ASPHALT CONCRETE PAVEMENTS , 2004 .
[31] M. Y. Shahin,et al. Pavement Management for Airports, Roads, and Parking Lots , 2006 .
[32] E. J. Yoder. Principles of Pavement Design , 1959 .
[33] Robert L. Lytton,et al. Tests of HMA Overlays Using Geosynthetics to Reduce Reflection Cracking , 2009 .
[34] Shiraz D Tayabji,et al. Backcalculation of layer parameters for LTPP test sections, Volume 1: Slab on elastic solid and slab on dense-liquid foundation analysis of rigid pavements , 2001 .
[35] G L Fitts. PERFORMANCE OBSERVATIONS OF RUBBLIZED PCC PAVEMENTS , 2001 .
[36] B R Christopher,et al. PAVEMENT SUBSURFACE DRAINAGE SYSTEMS , 1997 .
[37] Carlos E. Correa,et al. REHABILITATION STRATEGIES FOR HIGHWAY PAVEMENTS , 2001 .
[38] D Peshkin,et al. CONCRETE REHABILITATION--USERS MANUAL , 1994 .
[39] Barry J. Dempsey,et al. Enhanced Integrated Climatic Model Version 2.0 , 1997 .
[40] J M Blomberg. SUPERPAVE OVERLAY OF SAND ANTI-FRACTURE LAYER OVER PCCP , 2000 .
[41] Linda M Pierce,et al. Ten-Year Performance of Dowel-Bar Retrofit: Application, Performance, and Lessons Learned , 2003 .
[42] Lev Khazanovich,et al. Mechanistic-Based Model for Predicting Reflective Cracking in Asphalt Concrete–Overlaid Pavements , 1998 .
[43] Taisir S. Khedaywi,et al. Effect of Segregation on Fatigue Performance of Asphalt Paving Mixtures , 1996 .
[44] P. Blankenship,et al. Interlayer and Design Considerations to Retard Reflective Cracking , 2004 .
[45] Mark B Snyder. Pavement Surface Characteristics: A Synthesis and Guide , 2006 .
[46] Dale S Decker,et al. State-of-the-Practice for Cold-Weather Compaction of Hot-Mix Asphalt Pavements , 2006 .
[47] J. Reddy. An introduction to the finite element method , 1989 .
[48] Liping Liu. THEORY OF ELASTICITY , 2012 .
[49] Kathleen Theresa Hall,et al. Long-Life Concrete Pavements in Europe and Canada , 2007 .
[50] R E Allison. FABRIC REINFORCEMENT TO PREVENT REFLECTIVE CRACKING. FINAL REPORT , 1989 .
[51] Richard N. Stubstad,et al. Mechanistic-Empirical Overlay Design Method for Reflective Cracking , 2002 .
[52] Ali Maher,et al. Evaluation of Current State of Flexible Overlay Design for Rigid and Composite Pavements in the United States , 2007 .
[53] Norbert J. Delatte,et al. Simplified Design of Roller-Compacted Concrete Composite Pavement , 2004 .
[54] Robert F Baker. NEW JERSEY COMPOSITE PAVEMENT PROJECT , 1973 .
[55] S. W. Park,et al. Methods of interconversion between linear viscoelastic material functions. Part I-a numerical method based on Prony series , 1999 .
[56] E J Barenberg,et al. JOINT REPAIR METHODS FOR PORTLAND CEMENT CONCRETE PAVEMENTS , 1985 .
[57] Michael I Darter,et al. Development of a Pavement Maintenance Management System. Volume I. Airfield Pavement Condition Rating. , 1976 .
[58] B A Hakim. THE IMPORTANCE OF GOOD BOND BETWEEN BITUMINOUS LAYERS , 2002 .
[59] William N. Houston,et al. Calibration and Validation of the Enhanced Integrated Climatic Model for Pavement Design , 2008 .
[60] John T Harvey,et al. Calibration of CalME Models Using WesTrack Performance Data , 2006 .
[61] Halil Ceylan,et al. Rehabilitation of Concrete Pavements Utilizing Rubblization and Crack and Seat Methods (Phase II): Performance Evaluation of Rubblized Pavements in Iowa , 2005 .
[62] S. W. Park,et al. Fitting Prony-Series Viscoelastic Models with Power-Law Presmoothing , 2001 .
[63] Gary Fick. I 7. Author's) , 1993 .
[64] Robert L. Lytton,et al. Guidelines for Using Geosynthetics with Hot-Mix Asphalt Overlays to Reduce Reflective Cracking , 2007 .
[65] J. E. Soussou,et al. Application of Prony Series to Linear Viscoelasticity , 1970 .
[66] Prithvi S. Kandhal,et al. Hot Mix Asphalt Materials, Mixture Design and Construction , 1996 .
[67] G K Wells,et al. THE EFFECTIVENESS OF PORTLAND CEMENT CONCRETE PAVEMENT REHABILITATION TECHNIQUES. FINAL REPORT , 1987 .
[68] Steven M. Karamihas. Profile analysis of the LTPP SPS-6 site in Arizona. , 2007 .
[69] Ghassan R. Chehab,et al. Implementing the Mechanistic-Empirical Design Guide Procedure for a Hot-Mix Asphalt-Rehabilitated Pavement in Indiana , 2005 .
[70] Rajagopal S Arudi,et al. Performance Evaluation of Asphalt Overlays on Broken and Seated Concrete Pavements , 1996 .
[71] Adam Zofka,et al. Determination of Asphalt Mixture Creep Compliance at Low Temperatures by Using Thin Beam Specimens , 2008 .
[72] Dennis A Morian,et al. Experience with Cold In-Place Recycling as a Reflective Crack Control Technique: Twenty Years Later , 2004 .
[73] S. H. Carpenter,et al. Interface Bonding between Hot-Mix Asphalt and various Portland Cement Concrete Surfaces , 2009 .
[74] M Storsteen,et al. EVALUATION OF GEOSYNTHETICS IN ASPHALT OVERLAYS OF JOINTED CONCRETE PAVEMENTS , 2000 .
[75] Brian K Diefenderfer,et al. Composite Pavement Systems: Synthesis of Design and Construction Practices , 2008 .
[76] Gilbert Y. Baladi,et al. Pavement Distress and Selection of Rehabilitation Alternatives: Michigan Practice , 1998 .
[77] A. R. Johnson. Modeling viscoelastic materials using internal variables , 1999 .
[78] F N Finn,et al. FLEXIBLE AND COMPOSITE STRUCTURES FOR PREMIUM PAVEMENTS. VOLUME 1. DEVELOPMENT OF DESIGN PROCEDURE. FINAL REPORT , 1980 .
[79] Terry Dossey,et al. Case Study of Overlay Performance on Rigid Pavement in Bowie County, Texas , 1996 .
[80] F Long,et al. California's Interstate-710 rehabilitation: mix and structural section designs, construction specifications , 2001 .
[81] J-P Christory,et al. COMPOSITE PAVEMENTS: AN EXAMPLE OF A "SHARED TECHNIQUE" FOR BETTER PUBLIC SPACES AND ROAD INFRASTRUCTURES , 2001 .
[82] Marshall R. Thompson. Hot-Mix Asphalt Overlay Design Concepts for Rubblized Portland Cement Concrete Pavements , 1999 .
[83] William G. Buttlar,et al. Cost-Effectiveness of Paving Fabrics Used to Control Reflective Cracking , 2000 .
[84] T S Rutkowski,et al. PERFORMANCE EVALUATION OF DRAINED PAVEMENT STRUCTURES , 1998 .
[85] J A Epps,et al. USING ADDITIVES AND MODIFIERS IN HOT MIX ASPHALT. SECTIONS B, C, D AND E , 1989 .
[86] Y. Richard Kim,et al. Effects of Aging on Viscoelastic Properties of Asphalt-Aggregate Mixtures , 1998 .
[87] P.,et al. Revision of AASHTO Pavement Overlay Design Procedures , .
[88] Ulf Sandberg,et al. Tyre/road noise reference book , 2002 .
[89] Edward T. Harrigan,et al. NAtioNAl CooperAtive HigHwAy reseArCH progrAm , 2013 .
[90] Lev Khazanovich,et al. 2008 Survey of European Composite Pavements , 2010 .
[91] Yang H. Huang,et al. Pavement Analysis and Design , 1997 .
[92] L Khazanovich,et al. Evaluation of joint and crack load transfer for LTPP pavement sections , 2003 .
[93] J Ryell,et al. LONG TERM PERFORMANCE OF AN EXPERIMENTAL COMPOSITE PAVEMENT , 1973 .
[94] Ernest J. Barenberg,et al. STRUCTURAL ANALYSIS OF CONCRETE PAVEMENT SYSTEMS , 1980 .
[95] Lev Khazanovich,et al. MnROAD Lessons Learned , 2007 .
[96] Lev Khazanovich. Structural analysis of multi-layered concrete pavement systems , 1994 .
[97] John T Harvey,et al. Analytically Based Approach to Rutting Prediction , 2002 .
[98] Lev Khazanovich,et al. Development of Rapid Solutions for Prediction of Critical Continuously Reinforced Concrete Pavement Stresses , 2001 .
[99] Yu T Chou. Structural Analysis Computer Programs for Rigid Multicomponent Pavement Structures with Discontinuities--WESLIQID and WESLAYER. Report 1. Program Development and Numerical Presentations. , 1981 .
[100] Douglas I Hanson. Construction and Performance of an Ultrathin Bonded Hot-Mix Asphalt Wearing Course , 2001 .
[101] Karim Chatti,et al. Development of Roughness Thresholds for Preventive Maintenance Action Aimed at Reducing Dynamic Loads , 2002 .
[102] C. Poel. A general system describing the visco‐elastic properties of bitumens and its relation to routine test data , 2007 .
[103] Halil Ceylan,et al. Rehabilitation of concrete pavements utilizing rubblization: a mechanistic based approach to HMA overlay thickness design , 2008 .
[104] Douglas I. Hanson,et al. TIRE/PAVEMENT NOISE STUDY , 2005 .
[105] M. Baucus. Transportation Research Board , 1982 .
[106] Robert Otto Rasmussen,et al. Use of Slab Curvature and ProVAL to Identify the Cause of Premature Distresses , 2008 .
[107] Akinori Komatsubara,et al. Temperature Gradient of Concrete Pavement Slab Overlaid with Asphalt Surface Course , 2000 .
[108] R M Larson,et al. RETROFIT LOAD TRANSFER: SPECIAL DEMONSTRATION PROJECT SP-204 , 1998 .
[109] Robert L. Lytton,et al. Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays , 2010 .
[110] Robert L. Lytton,et al. GEOSYNTHETICS IN FLEXIBLE AND RIGID PAVEMENT OVERLAY SYSTEMS TO REDUCE REFLECTION CRACKING , 2002 .
[111] John T Harvey,et al. Calibration of Mechanistic-Empirical Models for Flexible Pavements Using California Heavy Vehicle Simulators , 2008 .
[112] Fujie Zhou,et al. Upgraded Overlay Tester and Its Application to Characterize Reflection Cracking Resistance of Asphalt Mixtures , 2003 .
[113] Ramon Bonaquist,et al. Volumetric Requirements for Superpave Mix Design , 2006 .
[114] Lev Khazanovich,et al. Mechanistic-Empirical Model to Predict Transverse Joint Faulting , 2004 .
[115] Hussain U Bahia,et al. The bending beam rheometer; a simple device for measuring low-temperature rheology of asphalt binders , 1992 .
[116] Angela S Wolters,et al. EVALUATION OF HMA OVERLAYS IN ILLINOIS , 2008 .
[117] B J Dempsey,et al. Interlayer Stress Absorbing Composite in AC Overlays , 1997 .
[118] T. Osswald,et al. Materials Science of Polymers for Engineers , 1995 .
[119] J S Miller,et al. DISTRESS IDENTIFICATION MANUAL FOR THE LONG-TERM PAVEMENT PERFORMANCE PROGRAM (FOURTH REVISED EDITION) , 2003 .
[120] R. Cook,et al. Concepts and Applications of Finite Element Analysis , 1974 .
[121] S. Timoshenko,et al. THEORY OF PLATES AND SHELLS , 1959 .
[122] A. Tessler,et al. Dynamics of thick viscoelastic beams , 1997 .
[123] Peter E. Sebaaly,et al. Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada , 1997 .
[124] Nathan Ida,et al. Introduction to the Finite Element Method , 1997 .
[125] Glaucio H. Paulino,et al. Investigation of the Fracture Resistance of Hot-Mix Asphalt Concrete Using a Disk-Shaped Compact Tension Test , 2005 .
[126] L B Heckel. Rubblizing With Bituminous Concrete Overlay-10 Years’ Experience in Illinois , 2002 .
[127] Imad L. Al-Qadi,et al. Finite Element Method Modeling of Reflective Cracking Initiation and Propagation: Investigation of the Effect of Steel Reinforcement Interlayer on Retarding Reflective Cracking in Hot-Mix Asphalt Overlay , 2006 .
[128] P. Kandhal,et al. WATER DAMAGE TO ASPHALT OVERLAYS: CASE HISTORIES , 1989 .
[129] M I Darter,et al. GUIDELINES FOR EVALUATION OF ASPHALT-OVERLAID CONCRETE PAVEMENTS. INTERIM REPORT , 1995 .
[130] Carl L Monismith,et al. ANALYTICALLY BASED ASPHALT PAVEMENT DESIGN AND REHABILITATION: THEORY TO PRACTICE, 1962-1992 , 1992 .
[131] S Watkins. Performance related properties for bituminous binders , 2000 .
[132] David A Ooten,et al. REHABILITATION OF A JOINTED PORTLAND CEMENT CONCRETE PAVEMENT ON I-35 (SOUTHBOUND) IN KAY COUNTY, OKLAHOMA , 1995 .
[133] Michael I Darter,et al. FIELD TESTING OF AASHTO PAVEMENT OVERLAY DESIGN PROCEDURES (WITH DISCUSSION AND CLOSURE) , 1992 .
[134] David L Lippert,et al. Illinois Performance Study of Pavement Rubblization , 2006 .
[135] Mihai O. Marasteanu,et al. COMPARISON OF MODULI FOR ASPHALT BINDERS OBTAINED FROM DIFFERENT TEST DEVICES , 2000 .
[136] W P Kilareski,et al. PERFORMANCE/REHABILITATION OF RIGID PAVEMENTS. FINAL REPORT , 1988 .
[137] William Thomas Straughan. Analysis of plates on elastic foundations , 1990 .
[138] R L Lytton,et al. METHODOLOGY FOR PREDICTING ASPHALT CONCRETE OVERLAY LIFE AGAINST REFLECTION CRACKING. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN , 1985 .
[139] Kenneth Maser,et al. Use of Ground-Penetrating Radar Data for Rehabilitation of Composite Pavements on High-Volume Roads , 2002 .
[140] Jeffery Raphael Roesler,et al. DIPLOBACK: Neural-Network-Based Backcalculation Program for Composite Pavements , 1997 .
[141] M I Darter,et al. LTPP data analysis - phase 1: validation of guidelines for k-Value selection and concrete pavement performance prediction , 1997 .
[142] R L Lytton,et al. DESIGN OF ASPHALT CONCRETE OVERLAY TO MITIGATE REFLECTIVE CRACKING , 2000 .
[143] David G Peshkin,et al. Bituminous Overlay Strategies for Preventive Maintenance on Pennsylvania Interstate Roadways , 2010 .
[144] K. Nesnas,et al. A MODEL FOR TOP-DOWN REFLECTION CRACKING IN COMPOSITE PAVEMENTS , 2004 .
[145] T J Larsen,et al. LONGITUDINAL EDGE DRAINS IN RIGID PAVEMENT SYSTEMS. FINAL REPORT , 1986 .
[146] Steven L. Cumbaa,et al. Latex modified asphalt and experimental joint treatments on asphaltic concrete overlays : experimental project No. 3 : asphalt additives. , 1988 .
[147] Mike Marquart. HBP OVERLAY ON PCC REHABILITATE OVERLAID PCC JOINTS , 1996 .
[148] John T Harvey,et al. Sensitivity Analysis of 2002 Design Guide Distress Prediction Models for Jointed Plain Concrete Pavement , 2007 .
[149] M. Witczak,et al. STRESS DEPENDENT MASTER CURVE CONSTRUCTION FOR DYNAMIC (COMPLEX) MODULUS (WITH DISCUSSION) , 2002 .
[150] Adam Zofka. Investigation of asphalt concrete creep behavior using 3-point bending test , 2007 .
[151] D F Lynch,et al. REHABILITATION OF A MAJOR URBAN FREEWAY USING A HOT MIX OVERLAY (WITH DISCUSSION) , 1984 .
[152] Tom Scullion,et al. COLORMAP - user's manual with case studies , 1995 .
[153] Erol Tutumluer,et al. Neural Network Algorithms for the Correction of Concrete Slab Stresses from Linear Elastic Layered Programs , 1997 .
[154] Dwight Walker. Alabama Makes the Case for Rubblization , 2006 .
[155] G Sayegh. VISCOELASTIC PROPERTIES OF BITUMINOUS MIXTURES , 1967 .
[156] M. Banan. Data-based mathematical modeling: development and application , 1995 .
[157] C. Sauzéat,et al. Linear viscoelastic behaviour of bituminous materials: From binders to mixes , 2004 .
[158] A. Ugural,et al. Advanced strength and applied elasticity , 1981 .
[159] Erwin Kohler,et al. Pilot Project for Fixed Segmentation of the Pavement Network , 2005 .
[160] R. West,et al. Evaluation of Bond Strength Between Pavement Layers , 2005 .
[161] D J Kulash,et al. The Strategic Highway Research Program , 1991 .
[162] Dale Harrington,et al. Guide to Concrete Overlays: Sustainable Solutions for Resurfacing and Rehabilitating Existing Pavements , 2014 .
[163] Todd E. Hoerner,et al. Concrete Pavement Preservation Workshop , 2008 .
[164] Geoffrey M. Rowe,et al. ADVANCED TECHNIQUES TO DEVELOP ASPHALT MASTER CURVES FROM THE BENDING BEAM RHEOMETER , 2000 .
[165] Imad L. Al-Qadi,et al. Viscoelastic Modeling and Field Validation of Flexible Pavements , 2006 .
[166] Mostafa A. Elseifi,et al. Hot-Mix Asphalt Sampling Techniques and Methods of Acceptance - State DOT's Practice , 2009 .
[167] Wenbo Luo,et al. An Improved Model for Bending of Thin Viscoelastic Plate on Elastic Foundation , 2009 .
[168] T Scullion,et al. IMPLEMENTATION OF GROUND PENETRATING RADAR TECHNOLOGY IN ASPHALT PAVEMENT TESTING , 2002 .
[169] Adam Zofka,et al. Development of a Simple Test to Determine the Low Temperature Creep Compliance of Asphalt Mixtures , 2009 .
[170] T S Shuler,et al. Polymer-Modified Asphalt Properties Related to Asphalt Concrete Performance , 1987 .
[171] C L Monismith,et al. VISCOELASTIC BEHAVIOR OF ASPHALT CONCRETE PAVEMENTS , 1962 .
[172] Imad L. Al-Qadi,et al. Evaluation of Geosynthetics Used as Separators , 1999 .
[173] Phillip B Blankenship,et al. Wisconsin Experiences with Reflective Crack Relief Projects , 2005 .
[174] Zhongjie Zhang,et al. Field Evaluation and Cost-Effectiveness of Saw and Seal Method to Control Reflection Cracking in Composite Pavements , 2011 .
[175] Arnold D. Kerr,et al. Elastic and Viscoelastic Foundation Models , 1964 .
[176] Kathleen T. Hall,et al. Implementation Feasibility of Asphalt Concrete–Overlaid Portland Cement Concrete Pavement Rehabilitation Guidelines , 1997 .
[177] B J Dempsey,et al. INTERLAYER STRESS ABSORBING COMPOSITE (ISAC) FOR MITIGATING REFLECTION CRACKING IN ASPHALT CONCRETE OVERLAYS , 1996 .
[178] Kenneth Maser,et al. Ground Penetrating Radar (GPR) Analysis: Phase II Field Evaluation , 2011 .
[179] B. Dempsey. Development and Performance of Interlayer Stress-Absorbing Composite in Asphalt Concrete Overlays , 2002 .
[180] Norbert J. Delatte,et al. Improved Management of RCC Pavement Technology , 2003 .
[181] Angela S Wolters,et al. Evaluation of Rubblized Pavement Sections in Michigan , 2007 .
[182] André Molenaar,et al. CAPA: A MODERN TOOL FOR THE ANALYSIS AND DESIGN OF PAVEMENTS , 1993 .
[183] Thomas A Bennert. Flexible Overlays for Rigid Pavements , 2010 .
[184] Farshad Amini. POTENTIAL APPLICATIONS OF PAVING FABRICS TO REDUCE REFLECTIVE CRACKING , 2005 .
[185] Erol Tutumluer,et al. Artificial Neural Networks as Design Tools in Concrete Airfield Pavement Design , 1998 .
[186] Ginger McGovern,et al. Evaluation of Network-Level Ground-Penetrating Radar Effectiveness , 2006 .
[187] S. A. Hill. The analytical representation of viscoelastic material properties using optimization techniques , 1993 .
[188] Tom Scullion,et al. Using Rolling Deflectometer and Ground Penetrating Radar Technologies for Full Coverage Testing of Jointed Concrete Pavements , 2006 .
[189] M. Huggins. Viscoelastic Properties of Polymers. , 1961 .
[190] Y. H. Cho,et al. Asphalt overlay design methods for rigid pavements considering rutting, reflection cracking, and fatigue cracking. Research report September 1996--August 1997 , 1998 .
[191] Imad L. Al-Qadi,et al. Cost-Effectiveness and Performance of Overlay Systems in Illinois Volume 1: Effectiveness Assessment of HMA Overlay Interlayer Systems Used to Retard Reflective Cracking , 2009 .
[192] Arudi Rajagopal,et al. Long-Term Performance of Broken and Seated Pavements , 2004 .
[193] M R Thompson. Breaking/cracking and seating concrete pavements , 1989 .
[194] Michael S Luther,et al. MECHANISTIC INVESTIGATION OF REFLECTION CRACKING OF ASPHALT OVERLAYS , 1976 .
[195] A. Johnson,et al. A Viscohyperelastic Maxwell Model for Rubber Viscoelasticity , 1992 .
[196] Michael I Darter,et al. PORTLAND CEMENT CONCRETE PAVEMENT EVALUATION SYSTEM (COPES) , 1985 .
[197] S. H. Carpenter,et al. Interface Bonding between Hot-Mix Asphalt and Various Portland Cement Concrete Surfaces , 2008 .
[198] Jeffrey L. Lee,et al. Evaluating Potential for Reflection Cracking with Rolling Dynamic Deflectometer , 2004 .
[199] David L Pickett. LABORATORY EVALUATION OF SELECTED FABRICS FOR REINFORCEMENT OF ASPHALTIC CONCRETE OVERLAYS , 1983 .
[200] A Toepel,et al. DOWEL BAR RETROFIT. STH 13 CONSTRUCTION AND ONE-YEAR PERFORMANCE REPORT , 2002 .
[201] Khaled Ksaibati,et al. Rubblization of Concrete Pavements , 1999 .
[202] C. Richter,et al. Seasonal Variations in the Moduli of Unbound Pavement Layers , 2006 .
[203] Tien Fang Fwa,et al. The Handbook of Highway Engineering , 2005 .
[204] B F McCullough,et al. Case Study of Overlay Performance on Rigid Pavement in Bowie County, Texas , 1996 .
[205] John E. Haddock,et al. Structural Adequacy of Rubblized Portland Cement Concrete Pavement , 1999 .
[206] Anastasios M. Ioannides,et al. STRUCTURAL EVALUATION OF BASE LAYERS IN CONCRETE PAVEMENT SYSTEMS , 1992 .
[207] Phillip B Blankenship. Reflective Cracking Relief Interlayer for Composite Pavements , 2007 .
[208] T E Freeman,et al. FINAL REPORT EVALUATION OF CONCRETE SLAB FRACTURING TECHNIQUES IN MITIGATING REFLECTIVE CRACKING THROUGH ASPHALT OVERLAYS , 2002 .
[209] Whirley. DYNA3D: A nonlinear, explicit, three-dimensional finite element code for solid and structural mechanics , 1993 .
[210] George A. Lesieutre,et al. Finite element modeling of frequency-dependent and temperature-dependent dynamic behavior of viscoelastic materials in simple shear , 1996 .
[211] John T Harvey,et al. Calibration of Incremental-Recursive Flexible Damage Models in CalME Using HVS Experiments , 2005 .
[212] Harold L Von Quintus,et al. Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana--Volume I Executive Research Summary , 2007 .