[1]
|
Wang, L. (2021) Significance Analysis of Influencing Factors of Highway Freight Transportation in China and Multi-Variable Grey Prediction for Its Development. Journal of Intelligent & Fuzzy Systems, 41, 1237-1246.
https://doi.org/10.3233/JIFS-210141
|
[2]
|
Sun, L., Li, X. and Wang, X. (2015) Study on the Damage of Semi Rigid Base Asphalt Pavement under High Temperature Condition. Proceedings of the 4th International Conference on Mechatronics, Materials, Chemistry and Computer Engineering, Xi’an, 12-13 December 2015, 955-958. https://doi.org/10.2991/icmmcce-15.2015.209
|
[3]
|
Tutu, K.A. and Timm, D.H. (2022) A Recursive Pseudo Fatigue Cracking Damage Model for Asphalt Pavements. International Journal of Pavement Engineering, 23, 2654-2674.
|
[4]
|
Nobakht, M., Zhang, D., Sakhaeifar, M.S. and Lytton, R.L. (2020) Characterization of the Adhesive and Cohesive Moisture Damage for Asphalt Concrete. Construction and Building Materials, 247, Article ID: 118616.
https://doi.org/10.1016/j.conbuildmat.2020.118616
|
[5]
|
Guo, C., Xu, P. and Zhong, Y. (2018) Nondestructive Testing Method to Assess and Detect Road Performance. Strategic Study of Chinese Academy of Engineering, 19, 72-79.
|
[6]
|
ASCE (2014) U.S. Infrastructure Report. The American Society of Civil Engineers, New York.
|
[7]
|
Dondi, G., Barbarella, M., Sangiorgi, C., et al. (2011) A Semi-Automatic Method to Identify Road Surface Defects. Minutes of the 2011 International Conference on Sustainable Design and Construction, Kansas City, 23-25 March 2011, 704-711. https://doi.org/10.1061/41204(426)86
|
[8]
|
Meng, A., Xu, H., Feng, X., et al. (2020) Feasibility of Freeze-Thaw Damage Analysis for Asphalt Mixtures through Dynamic Nondestructive Testing. Construction and Building Materials, 233, Article ID: 117220.
https://doi.org/10.1016/j.conbuildmat.2019.117220
|
[9]
|
Song, H., Hong, J., Yoon, Y.G., et al. (2022) Application of a Wireless and Contactless Ultrasonic System to Evaluate Optimal Sawcut Time for Concrete Pavements. Sensors, 22, 7030. https://doi.org/10.3390/s22187030
|
[10]
|
Gouveia, F., Gomes, R.C. and Lopes, I. (2019) Shallow and in Depth Seismic Testing in Urban Environment: A Case Study in Lisbon Miocene Stiff Soils Using Joint Inversion of Active and Passive Rayleigh Wave Measurements. Journal of Applied Geophysics, 169, 199-213. https://doi.org/10.1016/j.jappgeo.2019.06.022
|
[11]
|
Wang, G., Wang, H., Li, H., et al. (2019) Research Status and Progress of Surface Wave Exploration Technology. Advances in Geosciences, 9, 799-815.
|
[12]
|
Evans, R.D. (2009) Optimising Ground Penetrating Radar (GPR) to Assess Pavements. PhD Thesis, Loughborough University, Loughborough.
|
[13]
|
Fontul, S. (2004) Structural Evaluation of Flexible Pavements Using Non-Destructive Tests. PhD Thesis, Universidade de Coimbra, Coimbra.
|
[14]
|
Domitrovic, J. and Rukavina, T. (2013) Application of GPR and FWD in Assessing Pavement Bearing Capacity. Romanian Journal of Transport Infrastructure, 2, 11-21. https://doi.org/10.1515/rjti-2015-0015
|
[15]
|
郭成超, 许朋飞, 钟燕辉. 无损检测技术评估和检测道路性能[J]. 中国工程科学, 2017, 19(6): 72-79.
|
[16]
|
Baral, A. and Roesler, J.R. (2023) Early Age Monitoring of High Cement Replacement Mixtures for Pavement. Transportation Research Record, 2677, 1646-1657. https://doi.org/10.1177/03611981221105500
|
[17]
|
Baral, A., Roesler, J.R., Ley, M.T., et al. (2021) High-Volume Fly Ash Concrete for Pavements Findings: Volume 1. FHWA-ICT-21-025. https://doi.org/10.36501/0197-9191/21-030
|
[18]
|
Pearson, D. (2012) Deterioration and Maintenance of Pavements. ICE, London. https://doi.org/10.1680/dmp.41141
|
[19]
|
Chen, M. and Chen, C.-C. (2012) UWB In-Situ Soil Permittivity Probe with a Novel Iterative Permittivity Calibration Method. 14th International Conference on Ground Penetrating Radar, Shanghai, 4-8 June 2012, 98-102.
|
[20]
|
Noureldin, A., Zhu, K., Li, S. and Harris, D. (2003) Network Pavement Evaluation with Falling-Weight Deflectometer and Ground-Penetrating Radar. Transportation Research Record: Journal of the Transportation Research Board, No. 1860, 90-99. https://doi.org/10.3141/1860-10
|
[21]
|
Irwin, L.H. (2002) Backcalculation: An Overview and Perspective. Pavement Evaluation Conference, Roanoke, 21-25 October 2002, 24-26.
|
[22]
|
Al-Qadi, I.L. and Lahouar, S. (2005) Measuring Layer Thicknesses with GPR—Theory to Practice. Construction and Building Materials, 19, 763-772. https://doi.org/10.1016/j.conbuildmat.2005.06.005
|
[23]
|
Scullion, T. and Saarenketo, T. (2000) Integrating Ground Penetrating Radar and Falling Weight Deflectometer Technologies in Pavement Evaluation. In: Tayabji, S.D. and Lukanen, E.O., Eds., Nondestructive Testing of Pavements and Backcalculation of Moduli: Third Volume, ASTM International, West Conshohocken, 23-37.
|
[24]
|
Morey, R.M. (1998) Ground Penetrating Radar for Evaluating Subsurface Conditions for Transportation Facilities. National Academy Press, Washington DC.
|
[25]
|
Jol, H.M. (2009) Ground Penetrating Radar: Theory and Applications. Elsevier, Amsterdam.
|
[26]
|
Daniels, D.J. (2004) Ground Penetrating Radar. 2nd Edition, IET Digital Library. https://doi.org/10.1049/PBRA015E
|
[27]
|
Saarenketo, T. and Scullion, T. (2000) Road Evaluation with Ground Penetrating Radar. Journal of Applied Geophysics, 43, 119-138. https://doi.org/10.1016/S0926-9851(99)00052-X
|
[28]
|
ASTM D4694 (1996) Standard Test Method for Deflections with a Falling-Weight Type Impulse Load. ASTM International, West Conshohocken, 2-4.
|
[29]
|
ASTM D4748-10 (2015) Standard Test Method for Determining the Thickness of Bound Pavement Layers. ASTM International, West Conshohocken, 1-7.
|
[30]
|
Bituminum Business Group (1998) BISAR 3.0 User Manual, Shell International Oil Products B.V.
|
[31]
|
Hu, J. (2015) Nondestructive Field Assessment of Flexible Pavement and Foundation Layers. Iowa State University, Ames.
|
[32]
|
Vin Quintus, H.L. and Simpson, A.L. (2002) Backcalculation of Layer Parameters for LTPP Test Sections, Volume II: Layered Elastic Analysis for Flexible and Rigid Pavements FHWA-RD-01-113.
|
[33]
|
AASHTO (2008) Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice.
https://bookstore.transportation.org/item_details.aspx?ID=1249
|
[34]
|
Seeds, S., Alavi, S., Ott, W., Mikhail, M. and Mactutis, J. (2000) Evaluation of Laboratory Determined and Nondestructive Test Based Resilient Modulus Values from WesTrack Experiment. In: Tayabji, S.D. and Lukanen, E.O., Eds., Nondestructive Testing of Pavements and Backcalculation of Moduli: Third Volume, ASTM International, West Conshohocken, 72-94.
|
[35]
|
Mehta, Y. and Roque, R. (2003) Evaluation of FWD Data for Determination of Layer Moduli of Pavements. Journal of Materials in Civil Engineering, 15, 25-31. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:1(25)
|
[36]
|
ASTM D4695 (2003) Standard Guide for General Pavement Deflection Measurements. In: Road and Paving Materials: Vehicle-Pavement Systems, Vol. 04.03, ASTM International, West Conshohocken, 7.
|
[37]
|
Stubstad, R., Carvalho, R., Briggs, R., Selezneva, O., Mustafa, E. and Ramachandran, A. (2012) Simplified Techniques for Evaluation and Interpretation of Pavement Deflections for Network-Level Analysis: Guide for Assessment of Pavement Structural Performance for PMS Applications, Georgetown Pike.
|
[38]
|
(2009) I. Geophysical Survey Systems, RADAN Manual. Version 6.6. Geophysical Survey Systems, Inc., Nashua.
|
[39]
|
Almeida, J.R. (1993) Analytical Techniques for the Structural Evaluation of Pavements. Nottingham University, Nottingham. https://trid.trb.org/view.aspx?id=464698
|
[40]
|
Plati, C., Georgiou, P. and Loizos, A. (2016) A Comprehensive Approach for the Assessment of in Situ Pavement Density Using GPR Technique. Near Surface Geophysics, 14, 117-126. https://doi.org/10.3997/1873-0604.2015043
|
[41]
|
Tosti, F., Benedetto, A., Bianchini Ciampoli, L., Calvi, A. and D’Amico, F. (2016) Prediction of Rutting Evolution in Flexible Pavement Life Cycle at the Road Network Scale Using an Air-Launched Ground-Penetrating Radar System. Proceedings 16th International Conference on Ground Penetrating Radar (GPR 2016), Hong Kong, 13-16 June 2016, 1-7. https://doi.org/10.1109/ICGPR.2016.7572604
|
[42]
|
Antunes, M.L. (1993) Avaliação da Capacidade de Carga de Pavimentos Utilizando Ensaios Dinâmicos. PhD Thesis, Technical University of Lisbon, Lisbon.
|
[43]
|
Simonin, J.-M., Balthazart, V., Hornych, P., et al. (2014) Case Study of Detection of Artificial Defects in an Experimental Pavement Structure Using 3D GPR Systems. Proceedings 15th International Conference on Ground Penetrating Radar (GPR 2014), Brussels, 30 June-4 July 2014, 847-851. https://doi.org/10.1109/ICGPR.2014.6970547
|
[44]
|
Stubstad, S., Lukanen, R.N., Richter, E.O. and Baltzer, C.A. (1998) Calculation of AC Layer Temperatures from FWD Field Data. Proceedings of the 5th International Conference on the Bearing Capacity of Roads and Airfields, Trondheim, 6-8 July 1998, 919-927.
|
[45]
|
顾汉明, 宋先海, 刘江平, 张学强. 用瞬态瑞雷波反演横波速度评价高速公路压碾效果[J]. 地质科技情报, 2001(2): 100-102.
|
[46]
|
王笑风, 戴经梁. 无损检测技术在道路工程中的应用[J]. 光通信技术, 2007(2): 52-54.
|
[47]
|
Gouveia, F., Lopes, I. and Gomes, R.C. (2016) Deeper vs. Profile from Joint Analysis of Rayleigh Wave Data. Engineering Geology, 202, 85-98. https://doi.org/10.1016/j.enggeo.2016.01.006
|
[48]
|
林有贵, 周德存, 易强, 农彬艺. 路面基层注浆加固质量评价的无损检测方法应用研究[J]. 西部交通科技, 2021(2): 8-11+184.
|
[49]
|
艾尼·热合曼. 无损技术在公路水泥混凝土结构强度检测中的应用[J]. 西部交通科技, 2017(8): 29-31.
|
[50]
|
李嘉, 董海文. 瞬态瑞雷面波法检测路面强度的应用研究[J]. 公路, 2005(2): 146-149.
|
[51]
|
周婷婷. 瞬态瑞雷面波法在公路工程质量检测中的应用[J]. 科技信息, 2009(21): 690+754.
|
[52]
|
Iodice, M., Muggleton, J.M. and Rustighi, E. (2021) The In-Situ Evaluation of Surface-Breaking Cracks in Asphalt Using a Wave Decomposition Method. Nondestructive Testing and Evaluation, 36, 388-410.
https://doi.org/10.1080/10589759.2020.1764553
|
[53]
|
张慧静. 瑞雷面波法在水泥路面厚度无损检测中的应用研究[D]: [硕士学位论文]. 西安: 长安大学, 2013.
|
[54]
|
刘强. 基于瑞雷波理论的公路无损检测方法研究[D]: [博士学位论文]. 西安: 长安大学, 2010.
|
[55]
|
张浩. 基于瞬态瑞雷波法的公路质量无损检测技术研究[D]: [硕士学位论文]. 郑州: 郑州大学, 2015.
|