Review of mechanistic-empirical modeling of top-down cracking in asphalt pavements
Tóm tắt
Từ khóa
Tài liệu tham khảo
M. Anderson, J. D’Angelo, G. Huber, Forensic investigation of early cracking on I-25 in Denver, Colorado. Report No. CDOT-DTD-R-2001-10, Colorado Department of Transportation, Denver, Colorado, 2001.
D. Harmelink, T. Aschenbrener, Extent of top-down cracking in Colorado. Report No. CDOT-DTD-R-2003-7, Colorado Department of Transportation, Denver, Colorado, 2003.
Harmelink, 2008, Top-down cracking in asphalt pavements: causes, effects, and cures, J. Transp. Eng., 134, 1, 10.1061/(ASCE)0733-947X(2008)134:1(1)
Myers, 2002, Top-down crack propagation in bituminous pavements and implications for pavement management, J. Assoc. Asphalt Paving Technol., 71, 651
El Halim, 2004, Surface cracking: origin and causes, theoretical and field studies. Cracking in pavements: mitigation, risk assessment and prevention, 19
Nunn, 1997, Long-life flexible pavement
Hugo, 1985, Surface cracking of asphalt mixtures in southern Africa, 454
Dauzats, 1987, Mechanism of surface cracking in wearing courses, 232
Gerritsen, 1987, Prediction and prevention of surface cracking in asphaltic pavements, 378
Matsuno, 1992, Mechanism of longitudinal surface cracking in asphalt pavement, 277
T. Pellinen, G. Rowe, K. Biswas, Evaluation of surface (top down) longitudinal wheel path cracking. Final report FHWA/IN/JTRP-2004/6, Indiana Department of Transportation, 2004.
Svasdisant, 2002, Mechanistic analysis of top-down cracks in asphalt pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1809, 126, 10.3141/1809-15
B. Worel, MnRoad HMA performance. In: Presented at the MnRoad Workshop, Mn/Road Office of Materials, Maplewood, MN. <http://mnroad.dot.state.mn.us/>, 2003.
Wamburga, 1999, Kenya asphaltic materials study, Trans. Res. Rec.: J. Trans. Res. Board, 1681, 129, 10.3141/1681-16
De Freitas, 2005, Effect of construction quality, temperature, and rutting on initiation of top-down cracking, Trans. Res. Rec.: J. Trans. Res. Board, 1929, 174, 10.1177/0361198105192900121
Komoriya, 2001, WA-DA-CHI-WA-RE surface longitudinal cracks on asphalt concrete pavement. CD-ROM
Zhang, 2001, Evaluation of laboratory-measured crack growth rate for asphalt mixtures, Trans. Res. Rec.: J. Trans. Res. Board, 1767, 67, 10.3141/1767-09
Witczak, 1996, Revised predictive model for dynamic (complex) modulus of asphalt mixtures, Trans. Res. Rec.: J. Trans. Res. Board, 1540, 15, 10.1177/0361198196154000103
Deme, 1987, Ste. Anne test road revisited twenty years later, 254
B. Birgisson, J. Wang, R. Roque, Implementation of the Florida cracking model into the mechanistic-empirical pavement design. Report No. UF# 0003932, Florida Department of Transportation, 2006.
Myers, 1998, Mechanisms of surface-initiated longitudinal wheel path cracks in high-type Bituminous Pavements, J. Assoc. Asphalt Paving Technol., 67, 401
Myers, 1999, Measurement of contact stresses for different truck tire types to evaluate their influence on near-surface cracking and rutting, Trans. Res. Rec.: J. Trans. Res. Board, 1655, 175, 10.3141/1655-23
Merrill, 2000
Tsai, 2002, High temperature fatigue and fatigue damage process of aggregate-asphalt mixes, J. Assoc. Asphalt Paving Technol., 71, 345
Highter, 1984, Thermal properties of some asphaltic concrete mixes, Trans. Res. Rec.: J. Trans. Res. Board, 968, 38
Kavianipour, 1977, Beck, Thermal property estimation utilizing the Laplace transform with application to asphaltic pavement, Int. J. Heat Mass Transf., 20, 259, 10.1016/0017-9310(77)90212-5
Tan, 1992, Determination of thermal conductivity and diffusivity by transient heating of a thin slab, Build. Environ., 27, 71, 10.1016/0360-1323(92)90010-M
Tan, 1997, Determination of thermal properties of pavement materials and unbound aggregates by transient heat conduction, J. Test. Eval. ASTM, 25, 15, 10.1520/JTE11319J
Mahoney, 2001, Study of long-lasting pavements in Washington State, 88
Roque, 2000, Evaluation of measured tire contact stresses for the prediction of pavement response and performance, Trans. Res. Rec.: J. Trans. Res. Board, 1716, 73, 10.3141/1716-09
Mirza, 1995, Development of a global aging system for short and long term aging of asphalt cements, J. Assoc. Asphalt Paving Technol., 64, 393
Uchida, 2002, Healing characteristics of asphalt mixture under high temperature conditions
Leech, 1997, Deterioration mechanisms in flexible roads
De Beer, 1997, Determination of pneumatic tyre/pavement interface contact stresses under moving loads and some effects on pavement with thin asphalt surfacing layers, 179
Fernando, 2006, Evaluation of effects of tire size and inflation pressure on tire contact stresses and pavement response
Weissman, 1999, Influence of tire-pavement contact stress distribution on development of distress mechanisms in pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1655, 161, 10.3141/1655-21
Pottinger, 1992, The three-dimensional contact patch stress field of solid and pneumatic tires, Tire Sci. Technol. TSTCA, 20, 3, 10.2346/1.2139508
Sebaaly, 1989, Effects of tire pressure and type on response of flexible pavement, Trans. Res. Rec.: J. Trans. Res. Board, 1227, 115
Jacobs, 1995
Lippmann, 1985, Effects of tire structure and operating conditions on the distribution of stress between the tread and the road, 91
Perret, 2002, The effect of loading conditions on pavement response calculated using a Linear-Elastic Model, 283
Holewinski, 2003
Soon, 2004, Tire-induced surface stresses in flexible pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1896, 170, 10.3141/1896-17
Bensalem, 2000, Finite element modeling of fully flexible pavement: surface cracking and wheel interaction, 103
Collop, 1995, A theoretical analysis of fatigue cracking in flexible pavements, 345
Luo, 2007, Effect of measured three-dimensional tire-pavement contact stress on pavement response at asphalt surface, Trans. Res. Rec.: J. Trans. Res. Board, 2037, 115, 10.3141/2037-11
Luo, 2007, Strain distribution in the asphalt layer under measured 3-D tire-pavement contact stresses, Road Mater. Pavement Des., 8, 61, 10.1080/14680629.2007.9690067
Perdomo, 1993, Theoretical analysis of the effects of wide-base tires on flexible pavement using CIRCLY, Trans. Res. Rec.: J. Trans. Res. Board, 1388, 108
Khavassefat, 2012, A computational framework for viscoelastic analysis of flexible pavements under moving loads, Mater. Struct., 45, 1655, 10.1617/s11527-012-9863-9
Mun, 2003
Wang, 2003, A micromechanics study on top-down cracking, Trans. Res. Rec.: J. Trans. Res. Board, 1853, 121, 10.3141/1853-14
J.A. Prozzi, F. Hong, Evaluate equipment, methods, and pavement design implications for Texas conditions of the AASHTO2002, axle load spectra traffic methodology. Report 0-4510, Center for Transportation Research, the University of Texas at Austin, Austin, Texas, 2006.
Wang, 2010, Toward monte carlo simulation-based mechanistic-empirical prediction of asphalt pavement performance, J. Transp. Eng., 136, 678, 10.1061/(ASCE)0733-947X(2010)136:7(678)
F. Wang, R. Machemehl, Predicting truck tire pressure effects upon pavement performance. Report No. SWUTC/06/167864-1, Center for Transportation Research, the Univ. of Texas at Austin, Austin, Texas, 2006.
M.A. Al-Yagout, J.P.Mahoney, L.M. Pierce, M.E. Hallenbeck, Improving traffic characterization to enhance pavement design and performance: load spectra development. Report No. WA-RD 600.1, Washington State Department of Transportation, 2005.
Li, 2009, Sensitivity of axle load spectra in the mechanistic-empirical pavement design guide for Washington State, Trans. Res. Rec.: J. Trans. Res. Board, 2093, 50, 10.3141/2093-06
Tran, 2007, Development and influence of statewide axle load spectra on flexible pavement performance, Transp. Res. Rec.: J. Trans. Res. Board, 2037, 106, 10.3141/2037-10
Chiasson, 2008, Linearized approach for predicting thermal stresses in asphalt pavements due to environmental conditions, J. Mater. Civ. Eng., 20, 118, 10.1061/(ASCE)0899-1561(2008)20:2(118)
R. Roque, J. Zou, Y.R. Kim, C.M. Baek, S. Thirunavukkarasu, B.S. Underwood, M.N. Guddati, Top-down cracking of hot-mix asphalt layers: models for initiation and propagation. Final Report, NCHRP 1-42A, National Cooperative Highway Research Program, Washington, DC, 2010.
Shahin, 1977, Design system for minimizing asphalt concrete thermal cracking, 920
Hiltunen, 1994, A mechanics-based prediction model for thermal cracking of asphaltic concrete pavements, J. Assoc. Asphalt Paving Technol., 63, 81
Hiltunen, 1994, The use of time-temperature superposition to fundamentally characterize asphaltic concrete mixtures at low temperatures, 74
Chehab, 2005, Viscoelastoplastic continuum damage model application to thermal cracking of asphalt concrete, J. Mater. Civ. Eng., 17, 384, 10.1061/(ASCE)0899-1561(2005)17:4(384)
Roque, 1990, Mechanisms of modeling of surface cracking in asphalt pavements, 396
Fabb, 1974, The influence of mix composition, binder properties and cooling rate on asphalt cracking at low temperature, Proc. Assoc. Asphalt Paving Technol., 43, 285
Jackson, 1996, Analysis of thermal fatigue distress of asphalt concrete pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1545, 43, 10.3141/1545-06
Monismith, 1965, Temperature induced stresses and deformations in asphalt concrete, Proc. Assoc. Asphalt Paving Technol., 34, 248
R.L. Lytton, F.L. Tsai, S-I. Lee, R. Luo, S. Hu, F. Zhou, Models for predicting reflection cracking of hot-mix asphalt overlays, Report 669, National Cooperative Highway Research Program, Washington, D.C, 2010.
Han, 2011, Modeling pavement temperature for use in binder oxidation models and pavement performance prediction, J. Mater. Civ. Eng., 23, 351, 10.1061/(ASCE)MT.1943-5533.0000169
Van Bijsterveld, 2001, Using pavement as solar collector: effect on pavement temperature and structural response, Trans. Res. Rec.: J. Trans. Res. Board, 1778, 140, 10.3141/1778-17
Diefenderfer, 2002, Prediction of daily temperature profile in flexible pavements
Diefenderfer, 2006, Model to predict pavement temperature profile: development and validation, J. Transp. Eng., 132, 162, 10.1061/(ASCE)0733-947X(2006)132:2(162)
Marshall, 2001, Seasonal temperature effects on flexible pavements in Tennessee, Trans. Res. Rec.: J. Trans. Res. Board, 1764, 89, 10.3141/1764-10
Park, 2001, Effective layer temperature prediction model and temperature correction via falling weight deflectometer deflections, Trans. Res. Rec.: J. Trans. Res. Board, 1764, 97, 10.3141/1764-11
Hermansson, 2000, Simulation model for calculating pavement temperatures, including maximum temperature, Trans. Res. Rec.: J. Trans. Res. Board, 1699, 134, 10.3141/1699-19
Hermansson, 2001, A mathematical model for calculating pavement temperatures, comparisons between calculated and measured temperatures
Schorsch, 2004, Effects of segregation on the initiation and propagation of top-down cracks, 3
K. Stuart, W. Mogawer, P. Romero, Validation of the Superpave asphalt binder fatigue cracking parameter using an accelerated loading facility. Report No. FHWARD-01-093, Turner Fairbank Highway Research Centre, McLean, VA, 2001.
Beck, 1974, Investigation of new simple transient method of thermal property measurement, ASME J. Heat Transfer, 96, 59, 10.1115/1.3450141
Mrawira, 2002, Thermal properties and transient temperature response of full-depth asphalt pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1809, 160, 10.3141/1809-18
Asaeda, 1993, The subsurface transport of heat and moisture and its effect on the environment: a numerical model, Bound.-Layer Meteorol., 65, 159, 10.1007/BF00708822
Yavuzturk, 2005, Assessment of temperature fluctuations in asphalt pavements due to thermal environmental conditions using a two-dimensional, transient finite-difference approach, J. Mater. Civ. Eng., 17, 465, 10.1061/(ASCE)0899-1561(2005)17:4(465)
B. J. Dempsey, A heat transfer model for evaluating frost action and temperature related effects in multilayered pavement systems. Highway Research Record No. 342, National Research Council, 1970, 39–56.
Solaimanian, 1993, Predicting maximum pavement surface temperature using maximum air temperature and hourly solar radiation, Trans. Res. Rec.: J. Trans. Res. Board, 1417, 1
R.L. Lytton, D. Pufahl, H. Michalak, H. Liang, B. Dempsey, An integrated model of the climatic effects on pavements, Report 033, Texas Transportation Institute, Texas A&M University, College Station, Texas, 1990.
Myers, 1997
Brocks, 1995, 232
Gao, 1998, Ductile tearing in part-through cracks: experiments and cell-model predictions, Eng. Fract. Mech., 59, 761, 10.1016/S0013-7944(97)00174-4
Xia, 1995, Ductile crack growth-I, A numerical study using computational cells with microstructurally-based length scales, J. Mech. Phys. Solids, 43, 233, 10.1016/0022-5096(94)00064-C
Lee, 2003, Prediction of asphalt mix fatigue life with viscoelastic material properties, Trans. Res. Rec.: J. Trans. Res. Board, 1832, 139, 10.3141/1832-17
Roque, 1999, Determination of crack growth rate parameters of asphalt mixtures using the SuperPave indirect tensile test (IDT), J. Assoc. Asphalt Paving Technol., 68, 404
Roque, 2002, Hot mix asphalt fracture mechanics: a fundamental crack growth law for asphalt mixtures, J. Assoc. Asphalt Paving Technol., 71, 816
Zhang, 2001, Identification and verification of a suitable crack growth law for asphalt mixtures, J. Assoc. Asphalt Paving Technol., 70, 206
Luo, 2015, Energy-based crack initiation criterion for visco-elasto-plastic materials with distributed cracks, J. Eng. Mech., 141, 04014114, 10.1061/(ASCE)EM.1943-7889.0000830
Birgisson, 2002, Predicting viscoelastic response and crack growth in asphalt mixtures with the boundary element method, Trans. Res. Rec.: J. Trans. Res. Board, 1789, 29, 10.3141/1789-14
Sangpetngam, 2003, Development of efficient crack growth simulator based on hot-mix asphalt fracture mechanics, Trans. Res. Record: J. Trans. Res. Board, 1832, 105, 10.3141/1832-13
Hutchinson, 2000, Mechanics of materials: top-down approaches to fracture, Acta Mater., 48, 125, 10.1016/S1359-6454(99)00291-8
G.Y. Baladi, M. Schorsch, T. Svasdisant, Determining the causes of top-down cracks in bituminous pavements. Report MDOT-PRCE-MSU-2003-110, Michigan Department of Transportation, 2003.
Luo, 2013, Characterization of fatigue damage in asphalt mixtures using pseudo strain energy, J. Mater. Civ. Eng., 25, 208, 10.1061/(ASCE)MT.1943-5533.0000633
Luo, 2013, Energy-based mechanistic approach to characterize crack growth of asphalt mixtures, J. Mater. Civ. Eng., 25, 1198, 10.1061/(ASCE)MT.1943-5533.0000666
Luo, 2013, Modified Paris’ law to predict entire crack growth in asphalt mixtures, Trans. Res. Rec.: J. Trans. Res. Board, 2373, 54, 10.3141/2373-06
Jacobs, 1996, Application of fracture mechanics principles to analyze cracking in asphalt concrete, J. Assoc. Asphalt Paving Technol., 65, 1
Bayomy, 2006, Evaluation of hot mix asphalt (HMA) fracture resistance using critical strain energy release rate.
Wagoner, 2005, Disk-shaped compact tension test for asphalt concrete fracture, Exp. Mech., 45, 270, 10.1177/0014485105053205
Wagoner, 2006
Kuai, 2009, Application of generalized J-integral to crack propagation modeling of asphalt concrete under repeated loading, Trans. Res. Rec.: J. Trans. Res. Board, 2127, 72, 10.3141/2127-09
Luo, 2016, Implementation of pseudo J-Integral based Paris’ law for fatigue cracking in asphalt mixtures and pavements, Mater. Struct., 49, 3713, 10.1617/s11527-015-0750-z
Song, 2006
Luo, 2010, Simulation of top-down crack propagation in asphalt pavements, J. Zhejiang Univ. Sci. A, 11, 223, 10.1631/jzus.A0900248
Myers, 2001, Propagation mechanisms for surface-initiated longitudinal wheelpath cracks, Trans. Res. Rec.: J. Trans. Res. Board, 1778, 113, 10.3141/1778-14
Jacobs, 1992, Cracking in asphalt concrete pavements, 89
Myers, 2000
Zhang, 2000
Shou, 1995, A higher order displacement discontinuity method for analysis of crack problems, Int. J. Rock Mech. Miner. Sci. Geomech. Abstracts, 32, 49, 10.1016/0148-9062(94)00016-V
Chou, 1994, Pavement distress classification using neural networks, 397
Chou, 1995, Pavement distress evaluation using fuzzy logic and moment invariants, Trans. Res. Rec.: J. Trans. Res. Board, 1505, 39
Kaseko, 1994, Comparison of traditional and neural classifiers for pavement-crack detection, J. Transp. Eng., 120, 552, 10.1061/(ASCE)0733-947X(1994)120:4(552)
Lee, 2004, Position-invariant neural network for digital pavement crack analysis, Comput.-Aided Civ. Infrastruct. Eng., 19, 105, 10.1111/j.1467-8667.2004.00341.x
Cheng, 2001, Novel approach to pavement cracking detection based on neural network, Trans. Res. Rec.: J. Trans. Res. Board, 1764, 119, 10.3141/1764-13
Kaseko, 1993, A neural network-based methodology for pavement crack detection and classification, Trans. Res. Part C: Emerging Technol., 1, 275, 10.1016/0968-090X(93)90002-W
Eldin, 1995, Condition rating of rigid pavements by neural networks, Can. J. Civ. Eng., 22, 861, 10.1139/l95-104
Pant, 1993, Neural-network-based procedure for condition assessment of utility cuts in flexible pavements, Trans. Res. Rec.: J. Trans. Res. Board, 1399, 8
Applied Research Associates (ARA), Inc.; ERES Consultants Division, Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Report, NCHRP Project 1-37A, Transportation Research Board, National Research Council, Washington D.C, 2004.
Uhlmeyer, 2000, Top-down cracking in Washington state asphalt concrete wearing courses, Trans. Res. Rec.: J. Trans. Res. Board, 1730, 110, 10.3141/1730-13
Garcia, 2002
Roque, 2004, Development and field evaluation of energy-based criteria for top-down cracking performance of hot mix asphalt, J. Assoc. Asphalt Paving Technol., 73, 229
Minnesota Department of Transportation (MnDOT), 2002, MnRoad mainline test road top-down cracking
Nunn, 1998, Design of long-life roads for heavy traffic
Metcalf, 1999, The first full-scale accelerated pavement test in Louisiana: development and findings
K.P. George, Shrinkage characteristics of soil-cement mixtures. Highway Research Record 255, Washington D.C, 1968.
Adaska, 2004, Control of reflective cracking in cement stabilized pavements, 309
Tayabji, 1998
T. Ley, S. Woestman, K.A. Riding, W. Nyberg, Effect of y-cracking on CRCP performance. Report No. FHWA-OK-12-07, Oklahoma Department of Transportation, Oklahoma City, Oklahoma, 2011.
R. West, D. Timm, R. Willis, B. Powell, N. Tran, D. Watson, M. Sakhaeifar, R. Brown, M. Robbins, A.V. Nordcbeck, F.L. Villacorta, Phase IV NCAT pavement test track findings. NCAT Report 12-10, National Center for Asphalt Technology, Auburn University, Auburn, AL, 2012.
Koohi, 2012, Complex stiffness gradient estimation of field-aged asphalt concrete layers using the direct tension test, J. Mater. Civ. Eng., 24, 832, 10.1061/(ASCE)MT.1943-5533.0000466
Luo, 2015, Prediction of field aging gradient in asphalt pavements, Trans. Res. Rec.: J. Trans. Res. Board, 2507, 19, 10.3141/2507-03
Ling, 2017, An inverse approach to determine complex modulus gradient of field-aged asphalt mixtures, Mater. Struct., 50, 138, 10.1617/s11527-017-1013-y
Luo, 2017, Kinetics-based aging prediction of asphalt mixtures using field deflection data, Int. J. Pavement Eng., 10.1080/10298436.2017.1293262
De Beer, 2006, Reconsideration of tyre-pavement input parameters for the structural design of flexible pavements
Kumara, 2004, Methodology for random surface-initiated crack growth prediction in asphalt pavements, J. Mater. Civ. Eng., 16, 175, 10.1061/(ASCE)0899-1561(2004)16:2(175)
Ling, 2017, Numerical modeling and artificial neural network for predicting J-Integral of top-down cracking in asphalt pavement, Trans. Res. Rec.: J. Trans. Res. Board, 2631, 83, 10.3141/2631-10
R.L. Lytton, X. Luo, M. Ling, Y. Chen, S. Hu, F. Gu, A Mechanistic-Empirical Model for Top-Down Cracking of Asphalt Pavement Layers. Final report of NCHRP 1-52 project, National Cooperative Highway Research Program, Washington, D.C.
Nesnas, 2004, A model for top-down reflection cracking in composite pavements, 8
Nesnas, 2006, A thermal pavement response model for top-down reflection cracking in composite pavements, 13
Huang, 2018, Failure criterion of an asphalt mixture under three-dimensional stress state, Constr. Build. Mater., 170, 708, 10.1016/j.conbuildmat.2018.03.081