Volume 25 Issue 3
Jun.  2025
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ZHU Jun-qing, YIN Yi-qun, MA Tao, TONG Zheng, HUANG Si-qi. Review of cause diagnosis of transverse cracks in semi-rigid base asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2025, 25(3): 12-32. doi: 10.19818/j.cnki.1671-1637.2025.03.002
Citation: ZHU Jun-qing, YIN Yi-qun, MA Tao, TONG Zheng, HUANG Si-qi. Review of cause diagnosis of transverse cracks in semi-rigid base asphalt pavement[J]. Journal of Traffic and Transportation Engineering, 2025, 25(3): 12-32. doi: 10.19818/j.cnki.1671-1637.2025.03.002
shu

Review of cause diagnosis of transverse cracks in semi-rigid base asphalt pavement

doi: 10.19818/j.cnki.1671-1637.2025.03.002

  • School of Transportation, Southeast University, Nanjing 211189, Jiangsu, China

Funds:

National Natural Science Foundation of China 52208428

  • Received Date: 2024-05-12
  • Accepted Date: 2025-03-12
  • Rev Recd Date: 2025-01-27
  • Publish Date: 2025-06-28
    Abstract
  • The advancements and existing issues in the cause diagnosis method of transverse cracks in semi-rigid base asphalt pavement were reviewed and summarized. Regarding evaluation methods, current techniques for transverse crack assessment and their development status were comprehensively analyzed, and a classification method based on failure cause mechanisms was proposed to provide theoretical foundations for cause diagnosis. In terms of classification approaches, the formation mechanisms and influencing factors of transverse cracks were reviewed, and a database of transverse crack causes was established. In terms of diagnostic methods, critical limitations in existing practices were identified, and a stepwise diagnostic framework for transverse crack causes was proposed. Research results indicate that existing evaluation methods lack correlation with crack causes, while the proposed classification method based on cause and development trends can provide a basis for diagnosis. The established crack cause database incorporates multiple mechanisms involving material properties, structural design, construction practices, and loading/environmental impacts, serving as a reference for cause analysis. The developed diagnostic framework integrates four operational dimensions: baseline pavement investigation, special factor exclusion, comprehensive load-environment analysis, and targeted area testing for refined diagnosis, offering practical guidance for engineering practices. Field validation demonstrates that base layer cracking is the primary cause of cracking in the verified sections, which, under heavy traffic and overload conditions, leads to reflective cracks propagating upward to the surface, with bottom-up reflective cracking being the main type. The proposed transverse crack cause database and diagnostic framework provide both theoretical foundations and practical references for developing effective crack treatment strategies in asphalt pavement engineering.

     

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  • [1]
    SHA Ai-min, HU Li-qun. Structural characteristics of semi-rigid base course material[J]. China Journal of Highway and Transport, 2008, 21(4): 1-5, 42.
    [2]
    SHA Ai-min. Material characteristics of semi-rigid base[J]. China Journal of Highway and Transport, 2008, 21(1): 1-5.
    [3]
    ZHAO M H, XU X N, LIU Y, et al. Microcracking treatment mechanism of semi-rigid base asphalt pavement with discrete-continuous coupling simulation[J]. Case Studies in Construction Materials, 2024, 20: e02850.
    [4]
    WANG Hong-chang, HUANG Xiao-ming, FU Zhi. Influence factors on surface crack of semi-rigid base course[J]. Journal of Traffic and Transportation Engineering, 2005, 5(2): 38-41. https://transport.chd.edu.cn/article/id/200502010
    [5]
    YI Y, JIANG Y J, TIAN T, et al. Investigation of indoor and field tests on asphalt pavement with inverted asphalt layers based on the vertical vibration compaction method[J]. Journal of Road Engineering, 2024, 4(4): 478-489.
    [6]
    HU Z G, ZHANG W G, PENG T Y. Transverse crack patterns of long-term field asphalt pavement constructed with semi-rigid base[J]. International Journal of Pavement Research and Technology, 2024, 17(2): 353-365.
    [7]
    MA Jian, ZHAO Xiang-mo, HE Shuan-hai, et al. Review of pavement detection technology[J]. Journal of Traffic and Transportation Engineering, 2017, 17(5): 121-137. https://transport.chd.edu.cn/article/id/201705012
    [8]
    YIN Y. Disease characteristics and maintenance technology of highway subgrade and pavement[J]. Journal of Architectural Research and Development, 2022, 6(3): 54-60.
    [9]
    ZHOU Lan. Research of performance evaluation and prediction method of asphalt pavements for highway[D]. Nanjing: Southeast University, 2015.
    [10]
    ZHU J, BIAN L, DING T T. Study on method and decision making model for preventive maintenance planning of asphalt pavement[C]//CICTP. Proceedings of the 19th COTA International Conference of Transportation Professionals. New York: ASCE, 2019: 740-750.
    [11]
    ADLINGE S S, GUPTA A K. Pavement deterioration and its causes[J]. International Journal of Innovative Research and Development, 2013, 2(4): 437-450.
    [12]
    SHAHIN M Y. Pavement management for airports, roads, and parking lots[M]. New York: Springer US, 2005.
    [13]
    ZHANG J L, MA T, CHEN S Y, et al. Evaluation of the shrinkage crack resistance of cement-stabilized aggregate by predicting the crack spacing[J]. Road Materials and Pavement Design, 2024, 25(2): 291-307.
    [14]
    LYTTON R L, TSAI F L, LEE S I, et al. Models for predicting reflection cracking of hot-mix asphalt overlays[M]. Washington DC: TRB, 2010.
    [15]
    ZHOU L, NI F J, ZHAO Y J. Evaluation method for transverse cracking in asphalt pavements on freeways[J]. Transportation Research Record: Journal of the Transportation Research Board, 2010, 2153(1): 97-105.
    [16]
    LU Jie. Research on the cracking characteristics of expressway asphalt pavement in Jiangsu Province[D]. Nanjing: Southeast University, 2017.
    [17]
    XING M M, YANG H W, ZHAO Z G, et al. Effect of asphalt pavement base layers on transverse shrinkage cracking characteristics[J]. Sustainability, 2023, 15(9): 7178.
    [18]
    KHAFAJEH R, SHAMSAEI M, TEHRANI H G, et al. Proposing load transfer efficiency as criterion for repairing longitudinal and transverse cracks of asphalt pavements[J]. Journal of Transportation Engineering, Part B: Pavements, 2021, 147(3): 06021002.
    [19]
    YANG Q, ZHOU S S. Identification of asphalt pavement transverse cracking based on vehicle vibration signal analysis[J]. Road Materials and Pavement Design, 2021, 22(8): 1780-1798.
    [20]
    YAN G N, WANG L B, YE Z J, et al. Effects of crack damage on acceleration response of asphalt pavement via numerical analysis[J]. Journal of Materials in Civil Engineering, 2020, 32(7): 04020163.
    [21]
    XIAO Man-zhe, WANG Lin, CHENG Hao-jie, et al. Research on quantitative characterization of asphalt pavement cracks based on geometric index of deflection basin[J]. Journal of Wuhan University of Technology (Transportation Science and Engineering), 2022, 46(6): 1085-1089.
    [22]
    IBRAGIMOV E, KIM Y, LEE J H, et al. Automated pavement condition index assessment with deep learning and image analysis: an end-to-end approach[J]. Sensors, 2024, 24(7): 2333.
    [23]
    OLIVEIRA H, CORREIA P L. CrackIT: an image processing toolbox for crack detection and characterization[C]//IEEE. Proceedings of 2014 IEEE International Conference on Image Processing (ICIP). New York: IEEE, 2014: 798-802.
    [24]
    SHI Y, CUI L M, QI Z Q, et al. Automatic road crack detection using random structured forests[J]. IEEE Transactions on Intelligent Transportation Systems, 2016, 17(12): 3434-3445.
    [25]
    PAN Z H, GUAN J C, YANG X, et al. One-stage 3D profile-based pavement crack detection and quantification[J]. Automation in Construction, 2023, 153: 104946.
    [26]
    QIU S, WANG W J, WANG S F, et al. Methodology for accurate AASHTO PP67-10-based cracking quantification using 1-mm 3D pavement images[J]. Journal of Computing in Civil Engineering, 2017, 31(2): 04016056.
    [27]
    XIE He-ping. Fractal description of rock joints[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 18-23.
    [28]
    CHEN Shi-jiang, ZHU Wan-cheng, ZHANG Min-si, et al. Fractal description of rock joints based on digital image processing technique[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2087-2092.
    [29]
    CAO T, WANG W X, TIGHE S, et al. Crack image detection based on fractional differential and fractal dimension[J]. IET Computer Vision, 2019, 13(1): 79-85.
    [30]
    WALUBITA L F, FUENTES L, LEE S I, et al. Correlations and preliminary validation of the laboratory monotonic overlay test (OT) data to reflective cracking performance of in-service field highway sections[J]. Construction and Building Materials, 2021, 267: 121029.
    [31]
    XIE P Y, WANG H. Finite element analysis of thermal- induced reflective cracking in composite pavement with mitigation strategies[J]. Engineering Fracture Mechanics, 2022, 266: 108396.
    [32]
    BENNERT T, MAHER A. Field and laboratory evaluation of a reflective crack interlayer in new jersey[J]. Transportation Research Record: Journal of the Transportation Research Board, 2008, 2084(2084): 114-123.
    [33]
    WANG Hua-cheng, WU Hai-lin, WU Qiang, et al. Study on morphological characteristics and cracking mode of expressway crack based on field measured data[J]. Journal of Highway and Transportation Research and Development, 2018, 35(12): 28-34, 41.
    [34]
    WANG Xu-dong, ZHANG Lei, ZHOU Xing-ye, et al. Review of researches of RIOHTRACK in 2017[J]. Journal of Highway and Transportation Research and Development, 2018, 35(4): 1-13.
    [35]
    SHI S, TONG J S, ZHANG Y, et al. Numerical analysis of the initiation cause of the surface transverse cracks in semirigid asphalt pavement[J]. Journal of Transportation Engineering, Part B: Pavements, 2023, 149(4): 04023030.
    [36]
    SHA Qing-lin. The reflective cracking of two kinds mechanism[J]. Journal of Highway and Transportation Research and Development, 1993, 10(3): 1-7.
    [37]
    LUO H, ZHU H P, MIAO Y, et al. Simulation of top-down crack propagation in asphalt pavements[J]. Journal of Zhejiang University SCIENCE A, 2010, 11(3): 223-230.
    [38]
    NIE D, WANG S X, SUN P X, et al. Study on anti-crack effect of semi-rigid base pavement with stress absorbing layer[J]. Journal of Engineering and Applied Science, 2023, 70(1): 45.
    [39]
    ALIHA M R M, ZIARI H, SOBHANI FARD E, et al. Heterogeneity effect on fracture parameters of a multilayer asphalt pavement structure containing a top-down crack and subjected to moving traffic loading[J]. Fatigue and Fracture of Engineering Materials and Structures, 2021, 44(5): 1349-1371.
    [40]
    XIAO M M, FAN L. Analysis of the extension behavior of reflective cracks in asphalt pavements based on dry shrinkage property[J]. SN Applied Sciences, 2022, 4(4): 88.
    [41]
    JIANG X, GABRIELSON J, HUANG B S, et al. Evaluation of inverted pavement by structural condition indicators from falling weight deflectometer[J]. Construction and Building Materials, 2022, 319: 125991.
    [42]
    SEBAALY P, TABATABAEE N, BONAQUIST R, et al. Evaluating structural damage of flexible pavements using cracking and falling weight deflectometer data[J]. Transportation Research Record: Journal of the Transportation Research Board, 1989, 1227: 115-127.
    [43]
    CHEN D H. Pavement distress under accelerated trafficking[J]. Transportation Research Record: Journal of the Transportation Research Board, 1998, 1639(1): 120-129.
    [44]
    JIN Chen. Modulus evaluation of semi-rigid base of thin asphalt pavement based on pavement cracking[J]. Highway Engineering, 2022, 47(2): 97-102.
    [45]
    BODIN D, CHUPIN O, DENNEMAN E. Effect of temperature and traffic speed on the asphalt moduli for fatigue cracking and pavement structural design considerations[C]//Springer. 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements. Berlin: Springer, 2016: 397-402.
    [46]
    WANG H Z, WU Y, YANG J, et al. Numerical simulation on reflective cracking behavior of asphalt pavement[J]. Applied Sciences, 2021, 11(17): 7990.
    [47]
    WANG H, LIM Y, SZARY P, et al. Structural assessment of asphalt pavement condition using backcalculated modulus and field data[J]. Construction and Building Materials, 2019, 211: 943-951.
    [48]
    ADHIKARI S, SHEN S H, YOU Z P. Evaluation of fatigue models of hot-mix asphalt through laboratory testing[J]. Transportation Research Record: Journal of the Transportation Research Board, 2009, 2127(1): 36-42.
    [49]
    SHAN Chao, ZHENG Chuan-feng, YANG Xue, et al. Test study on formation of reflection crack in semi-rigid base asphalt pavement and the crack expanding mechanism[J]. Subgrade Engineering, 2021(6): 69-74.
    [50]
    GAO Y Y. Theoretical analysis of reflective cracking in asphalt pavement with semi-rigid base[J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2019, 43(1): 149-157.
    [51]
    FILHO W U, GUTIÉRREZ KLINSKY L M, MOTTA R, et al. Cold recycled asphalt mixture using 100% RAP with emulsified asphalt-recycling agent as a new pavement base course[J]. Advances in Materials Science and Engineering, 2020, 2020(1): 5863458.
    [52]
    ALAYE Q E A, LING X Z, DONG Z J, et al. Evaluation of mixture performance recycled asphalt pavement materials as base layer with or without rejuvenator into the asphalt[J]. Journal of Wuhan University of Technology: Materials Science Edition, 2020, 35(3): 579-597.
    [53]
    ALAE M, ZHAO Y Q, ZAREI S, et al. Effects of layer interface conditions on top-down fatigue cracking of asphalt pavements[J]. International Journal of Pavement Engineering, 2020, 21(3): 280-288.
    [54]
    GARCÍA I G, CARTER B J, INGRAFFEA A R, et al. A numerical study of transverse cracking in cross-ply laminates by 3D finite fracture mechanics[J]. Composites Part B: Engineering, 2016, 95: 475-487.
    [55]
    WANG X Y, ZHONG Y. Influence of tack coat on reflective cracking propagation in semi-rigid base asphalt pavement[J]. Engineering Fracture Mechanics, 2019, 213: 172-181.
    [56]
    OREŠKOVIĆ M, SANTOS J, MLADENOVIĆ G, et al. The feasibility of using copper slag in asphalt mixtures for base and surface layers based on laboratory results[J]. Construction and Building Materials, 2023, 384: 131285.
    [57]
    ZHANG H P, ZHANG H, DING H B, et al. Determining the sustainable component of wax-based warm mix additives for improving the cracking resistance of asphalt binders[J]. ACS Sustainable Chemistry & Engineering, 2021, 9(44): 15016-15026.
    [58]
    JAIN S, SINGH B. Cold mix asphalt: an overview[J]. Journal of Cleaner Production, 2021, 280: 124378.
    [59]
    LIU Tao, HAO Pei-wen. Comparison study of evaluation method for low temperature anti-cracking performance of hot mix asphalt[J]. Journal of Tongji University (Natural Science), 2002, 30(12): 1468-1471.
    [60]
    ZHU J Q, SARGAND S, GREEN R, et al. Performance assessment of unbonded concrete overlays of concrete pavements in Ohio: a forensic practice[J]. Journal of Performance of Constructed Facilities, 2020, 34(4): 04020050.
    [61]
    WANG Lin, GUO NAI-sheng, WEN Yan-kai, et al. Study on fatigue damage evaluation indexes and properties of several improved asphalts[J]. China Civil Engineering Journal, 2020, 53(1): 118-128.
    [62]
    LAVIN P. Asphalt Pavements: a Practical Guide to Design, Production, and Maintenance for Engineers and Architects[M]. New York: Taylor & Francis, 2011: 132-138.
    [63]
    GENG Han, LI Li-han, ZHANG Lei, et al. Indicators for low temperature cracking resistance of high modulus asphalt binders[J]. Journal of Building Materials, 2018, 21(1): 98-103.
    [64]
    LI L M, GUO Z Y, RAN L F, et al. Study on low- temperature cracking performance of asphalt under heat and light together conditions[J]. Materials, 2020, 13(7): 1541.
    [65]
    HAJJ R, BHASIN A. The search for a measure of fatigue cracking in asphalt binders-a review of different approaches[J]. International Journal of Pavement Engineering, 2018, 19(3): 205-219.
    [66]
    LIU W Y, YAN K Z, LI J Q, et al. Peridynamics-based simulation of semi-circular bending (SCB) testing[J]. Construction and Building Materials, 2021, 268: 121190.
    [67]
    XIA X, HAN D D, ZHAO Y L, et al. Investigation of asphalt pavement crack propagation based on micromechanical finite element: a case study[J]. Case Studies in Construction Materials, 2023, 19: e02247.
    [68]
    MUSHOTA C, MWALE M C, MUTEMBO G, et al. Reflective cracking on cement treated base (CTB) pavements in Zambia: an analytical study[C]//ASCE. Application of Nanotechnology in Pavements, Geological Disasters, and Foundation Settlement Control Technology. New York: ASCE, 2014: 62-69.
    [69]
    CUI P D, XIAO Y, YAN B X Z, et al. Morphological characteristics of aggregates and their influence on the performance of asphalt mixture[J]. Construction and Building Materials, 2018, 186: 303-312.
    [70]
    WANG H, LIN E Q, XU G J. Molecular dynamics simulation of asphalt-aggregate interface adhesion strength with moisture effect[J]. International Journal of Pavement Engineering, 2017, 18(5): 414-423.
    [71]
    XIONG H Z, ZHANG J, XIAO Z Y, et al. Micro-structural behavior and macro-experimental analysis of asphalt mixture cracking at low temperature based on molecular simulation[J]. International Journal of Pavement Research and Technology, 2025, 18(2): 528-541.
    [72]
    GONG M Y, SUN Y R, CHEN J Y. Influence of mesoscopic structural characteristics of asphalt mixture on damage behavior of asphalt pavement[J]. Journal of Transportation Engineering, Part B: Pavements, 2023, 149(2): 04023007.
    [73]
    CONG L, SHI J C, WANG T J, et al. A method to evaluate the segregation of compacted asphalt pavement by processing the images of paved asphalt mixture[J]. Construction and Building Materials, 2019, 224: 622-629.
    [74]
    SHEN J. On issues of homogeneity and separation of bitumen mixtures[J]. Journal of Highway and Transportation Research and Development, 2001, 18(6): 20-24.
    [75]
    CHEN X, AI C F, DU J H, et al. Effect of gradation segregation on low-temperature crack resistance of asphalt pavement using 3D DEM[J]. Construction and Building Materials, 2021, 274: 122060.
    [76]
    TANG J Y, FU Y Q, MA T, et al. Investigation on low-temperature cracking characteristics of asphalt mixtures: a virtual thermal stress restrained specimen test approach[J]. Construction and Building Materials, 2022, 347: 128541.
    [77]
    ZHANG J P, TAN H Q, PEI J Z, et al. Evaluating crack resistance of asphalt mixture based on essential fracture energy and fracture toughness[J]. International Journal of Geomechanics, 2019, 19(4): 06019005.
    [78]
    ZHANG Zheng-qi, ZHANG Wei-ping, LI Ping. Ratio of filler bitumen of asphalt mixture[J]. Journal of Chang'an University (Natural Science Edition), 2004, 24(5): 7-10.
    [79]
    SHEN Ai-qin, JIANG Qing-hua. Influencing factor and appraising on anti-cracking of asphalt mixture at low temperature[J]. Journal of Chang'an University (Natural Science Edition), 2004, 24(5): 1-6.
    [80]
    LI P F, LIU J H, HUANG H P, et al. Application of pre-cracking in semi-rigid base to mitigate reflective cracking[J]. Advanced Materials Research, 2014, 1030/1031/1032: 709-713.
    [81]
    HU Xia-guang, WANG Bing-gang. Research on Qinghai-Tibet highway subgrade pavement management system[J]. Journal of Chongqing Jiaotong Institute, 2002, 21(2): 33-37, 53.
    [82]
    HE Zhao-yi, LIU Qing-quan, HUANG Wei-rong, et al. The research on temperature shrinking property of stabilized shale soil used as pavement base[J]. Journal of Chongqing Jiaotong University, 2004, 23(5): 43-47.
    [83]
    YU L T, XIE J, LI R, et al. Study on the performance of emulsified asphalt recycled subgrade based on the evaluation of semi-rigid milling material[J]. Construction and Building Materials, 2022, 324: 126614.
    [84]
    CHENG P F, ZHOU X P, HOU E C. Experimental research about shrinkage of cement stabilized gravel base[J]. Applied Mechanics and Materials, 2012, 174-177: 409-412.
    [85]
    CHEN J C, LI H Z, ZHAO Z H, et al. Investigation of transverse crack spacing in an asphalt pavement with a semi-rigid base[J]. Scientific Reports, 2022, 12(1): 18079.
    [86]
    DING X H, LIU F T, HUANG F Y, et al. Micro-scale investigation on aggregate skeleton behavior of asphalt mixture: Mechanism and monitoring[J]. Construction and Building Materials, 2024, 437: 137062.
    [87]
    DONG Q, CHEN X Q, GAO Y, et al. Civil Engineering Materials for Transportation Infrastructure[M]. Singapore: Springer Singapore, 2023: 135-172.
    [88]
    JIA Liang, LIAN Shang-cheng. Experimental study on the mechanical properties of lime-fly ash-cement stabilized macadam[J]. Journal of Lanzhou University of Technology, 2023, 49(2): 125-129.
    [89]
    YAN P F, MA Z G, LI H B, et al. Evaluation of the shrinkage properties and crack resistance performance of cement-stabilized pure coal-based solid wastes as pavement base materials[J]. Construction and Building Materials, 2024, 421: 135680.
    [90]
    HU L Q, SHA A M. Research on influence factor in semi-rigid base course material temperature shrinkage coefficient test using strain gauge[J]. Journal of Highway and Transportation Research and Development (English Edition), 2007, 2(2): 12-15.
    [91]
    ZHANG J L, ZHANG Y, MA T. Distinctive mechanism and model for whole-life ratcheting of cement-stabilized aggregates in tensile fatigue tests[J]. Journal of Building Engineering, 2024, 88: 109182.
    [92]
    ZHOU Hao, SHA Ai-min, HU Li-qun. Test on fatigue property of semi-rigid base material[J]. Journal of Chang'an University (Natural Science Edition), 2012, 32(3): 6-10.
    [93]
    LYU S T, WANG P, FAN X Y, et al. Normalized comparative study on fatigue characteristics of different pavement materials[J]. Construction and Building Materials, 2021, 271: 121907.
    [94]
    MILLIEN A, DRAGOMIR M L, WENDLING L, et al. Geogrid interlayer performance in pavements: tensile-bending test for crack propagation[C]//Springer. Proceedings of 7th RILEM International Conference on Cracking in Pavements. Berlin: Springer, 2012: 1209-1218.
    [95]
    ASSOGBA O C, TAN Y Q, SUN Z Q, et al. Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement[J]. Road Materials and Pavement Design, 2021, 22(3): 572-602.
    [96]
    AMERI M, MANSOURIAN A, HEIDARY KHAVAS M, et al. Cracked asphalt pavement under traffic loading-a 3D finite element analysis[J]. Engineering Fracture Mechanics, 2011, 78(8): 1817-1826.
    [97]
    ZHANG J, CAO D D, ZHANG J X. Three-dimensional modelling and analysis of fracture characteristics of overlaid asphalt pavement with initial crack under temperature and traffic loading[J]. Construction and Building Materials, 2023, 367: 130306.
    [98]
    WU Y, XUE J Y, YU Y H, et al. Research of reflective crack in asphalt pavement using SCB specimen and XFEM: from laboratory test to numerical simulation[J]. Construction and Building Materials, 2023, 406: 133419.
    [99]
    LIU F M, ZHANG L M, SUN H Y. Analysis on mechanical behavior of typical asphalt pavement structure based on the tire load effect[J]. Forest Chemicals Review, 2021, 338-344.
    [100]
    SHI Z C, YUE J C, XU L L, et al. Peridynamics for fracture analysis of reflective cracks in semi-rigid base asphalt pavement[J]. Applied Sciences, 2022, 12(7): 3486.
    [101]
    ALIHA M R M, SARBIJAN M J. Effects of loading, geometry and material properties on fracture parameters of a pavement containing top-down and bottom-up cracks[J]. Engineering Fracture Mechanics, 2016, 166: 182-197.
    [102]
    SUN Y R, DU C, ZHOU C H, et al. Analysis of load-induced top-down cracking initiation in asphalt pavements using a two-dimensional microstructure-based multiscale finite element method[J]. Engineering Fracture Mechanics, 2019, 216: 106497.
    [103]
    SUN Y R, ZHANG Z, GONG H R, et al. 3D Multiscale modeling of asphalt pavement responses under coupled temperature-stress fields[J]. Journal of Engineering Mechanics, 2022, 148(3): 04022010.
    [104]
    DONG P J, YUAN Y, CAO X J. Numerical investigation of dynamic stresses in asphalt pavement under the combined action of temperature, moisture and traffic loading[J]. Construction and Building Materials, 2024, 417: 135131.
    [105]
    IDRIS II, SADEK H, HASSAN M. State-of-the-art review of the evaluation of asphalt mixtures' resistance to reflective cracking in laboratory[J]. Journal of Materials in Civil Engineering, 2020, 32(9): 03120004.
    [106]
    WANG Z P, ZHU J Q, MA T. Review on monitoring of pavement subgrade settlement: influencing factor, measurement and advancement[J]. Measurement, 2024, 237: 115225.
    [107]
    SHEN S H, ZHANG W G, WU S H, et al. Long-term field performance of flexible pavements using warm mix asphalt technologies[J]. Journal of the Association of Asphalt Paving Technologists, 2018, 87: 163-198.
    [108]
    ZHANG W G, SHEN S H, WU S H, et al. Long-term field aging of warm-mix and hot-mix asphalt binders[J]. Transportation Research Record: Journal of the Transportation Research Board, 2017, 2632(1): 140-149.
    [109]
    CHEN J S, LIN K Y, YOUNG S Y. Effects of crack width and permeability on moisture-induced damage of pavements[J]. Journal of Materials in Civil Engineering, 2004, 16(3): 276-282.
    [110]
    ALI OMAR H, YUSOFF N I M, MUBARAKI M, et al. Effects of moisture damage on asphalt mixtures[J]. Journal of Traffic and Transportation Engineering (English Edition), 2020, 7(5): 600-628.
    [111]
    NOBAKHT M, ZHANG D R, SAKHAEIFAR M S, et al. Characterization of the adhesive and cohesive moisture damage for asphalt concrete[J]. Construction and Building Materials, 2020, 247: 118616.
    [112]
    WANG N, CHEN F, MA T, et al. Compaction performance of cold recycled asphalt mixture using SmartRock sensor[J]. Automation in Construction, 2022, 140: 104377.
    [113]
    YIN Ran. Study on construction and quality control technologies of cement stabilized macadam of semi-rigid base course[D]. Xi'an: Chang'an University, 2007.
    [114]
    YAO Jia-liang, YUAN Jian-bo, ZHANG Qi-sen, et al. Research on mechanism of using emulsion wax curing agent as separation layer and its effectiveness[J]. China Journal of Highway and Transport, 2009, 22(6): 47-52.
    [115]
    MAJARREZ F P. Semi-rigid pavement performance and construction techniques for semiarid areas[J]. Road Materials and Pavement Design, 2013, 14(3): 615-637.
    [116]
    SANGPETNGAM B, BIRGISSON B, ROQUE R. Multilayer boundary-element method for evaluating top-down cracking in hot-mix asphalt pavements[J]. Transportation Research Record: Journal of the Transportation Research Board, 2004, 1896(1): 129-137.
    [117]
    YENER E, HINISLIOGLU S. Effects of exposure time and temperature in aging test on asphalt binder properties[J]. International Journal of Civil and Structural Engineering, 2014, 5(2): 112.
    [118]
    YUE Yang. Study on low temperature performance of plant-mixed heat recycled asphalt mixture[D]. Nanjing: Southeast University, 2018.
    [119]
    AI Chang-fa, KUANG Xi-dong, CHEN Jiong, et al. Influence of compaction in low temperature on asphalt mixture performance[J]. Journal of Highway and Transportation Research and Development, 2008, 25(6): 6-10.
    [120]
    YANG Q G, NING J C, YANG Y F, et al. Study on the treatment of cracks in the base course of coastal expressways based on the principle of fracture mechanics[J]. Journal of Coastal Research, 2020, 110: 29-33.
    [121]
    ESMAEILI R, JAVADI S, JAMSHIDI H, et al. Stripping propensity detection of HMA mixes: with focus on image processing method[J]. Construction and Building Materials, 2022, 352: 129022.
    [122]
    WANG S Q, ZHU Z H, MA T, et al. Asphalt concrete characterization using digital image correlation: a systematic review of best practices, applications, and future vision[J]. Journal of Testing and Evaluation, 2024, 52(4): 2589-2623.
    [123]
    LUO Zhi-gang, ZHOU Zhi-gang, ZHENG Jian-long. Present situation of moisture damage study of asphalt pavement[J]. Journal of Changsha Communications University, 2003, 19(3): 39-44.
    [124]
    WANG Duan-yi, ZOU Gui-lian, HAN Chuan-dai. Early realization for water damage of asphalt pavement[J]. Northeastern Highway, 2001, 24(1): 23-25.
    [125]
    SYBILSKI D, BA AN'G KOWSKI W, SUDYKA J, et al. Reasons of premature cracking pavement deterioration-a case study[C]//Springer. 7th RILEM International Conference on Cracking in Pavements. Berlin: Springer, 2012: 1029-1038.
    [126]
    LI S, SUN Y, XU L K, et al. Asphalt layer cracking behavior and thickness control of continuously reinforced concrete and asphalt concrete composite pavement[J]. Buildings, 2022, 12(8): 1138.
    [127]
    PEDUTO D, GIANGRECO C, VENMANS A A M. Differential settlements affecting transition zones between bridges and road embankments on soft soils: numerical analysis of maintenance scenarios by multi-source monitoring data assimilation[J]. Transportation Geotechnics, 2020, 24: 100369.
    [128]
    ZHANG Shao-yang, MA Yu-lan, WANG Xuan-cang. Genesis judgement method of pavement disease by association analysis[J]. China Journal of Highway and Transport, 2008, 21(2): 98-103.
    [129]
    CAO Lei, XU Lei, YANG Fei, et al. Influencing factors analysis of pavement damage based on mining association rules[J]. Computer Systems & Applications, 2021, 30(1): 186-193.
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