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[1]其他论文见ResearchGate主页.http://www.researchgate.net/profile/Wei-Cao
[2]C. Wang, C. Wang, L. Xue, W. Xie, W. Cao*, Investigation on self-healing of neat and polymer modified asphalt[J].Archives of Civil and Mechanical Engineering, 2020, 20
[3]Chao Wang, Yang Wang, Wei Cao.Fatigue characterization of bio-modified asphalt binders under various laboratory aging conditions[J].Construction and Building Materials, 2019, 208: 686-696.
[4]Chao Wang, Yang Wang, Xinghai Li, Wei Cao.Intermediate and High Temperature Performance of Biobinders with Various Oxidative Aging[J].Journal of Materials in Civil Engineering, 2019, 31 (12) : 04019300.
[5]Wei Cao*, Tingting Xie, Chao Wang.Performance of bio-oil modified paving asphalt: chemical and rheological characterization[J].Materials and Structures, 2019, 52 (5) : 98.
[6]Wei Cao*, Yifang Chen, Chao Wang.A chemo-rheological approach to the healing characteristics of asphalt binders under short-and long-term oxidative aging[J].Construction and Building Materials, 2019, 221: 553-561.
[7]Saman Salari, Samuel B Cooper III, Peyman Barghabany, Louay N Mohammad, Wei Cao.Comparison of Asphalt Mixtures Crack Resistance at Intermediate Temperatures using Advanced Test Methods and Theories[J].Transportation Research Record, 2018, 2672 (28) : 416-425.
[8]Samuel B Cooper, Peyman Barghabany, Louay N Mohammad, Wei Cao.Relationship between laboratory and full-scale fatigue performance of asphalt mixtures containing recycled materials[J].Materials and Structures, 2019, 52 (1) : 26.
[9]Y Richard Kim, Wei Cao.The extended shift model as a mechanistic-empirical approach to simulating confined permanent deformation of asphalt concrete in compression[J].Construction and Building Materials, 2016, 115: 520-526.
[10]Shadi Saadeh, Samuel B Cooper III, Mostafa Elseifi, Louay N Mohammad, Wei Cao.Fatigue Performance Prediction of Asphalt Pavement Based on Semicircular Bending Test at Intermediate Temperature[J].Journal of Materials in Civil Engineering, 2018, 30 (9) : 04018219.
[11]Peyman Barghabany, Louay N Mohammad, Wei Cao.Use of viscoelastic continuum damage theory to correlate fatigue resistance of asphalt binders and mixtures[J].International Journal of Geomechanics, 2018, 18 (11) : 04018151.
[12]Mengqiu Ye, Amar Raghavendra, Wei Cao, Mostafa Elseifi, Louay N Mohammad.Evaluation of various Hamburg wheel-tracking devices and AASHTO T 324 specification for rutting testing of asphalt mixtures[J].Road Materials and Pavement Design, 2017, 18 (s4) : 128-143.
[13]Peyman Barghabany, Louay Mohammad, Wei Cao.Use of indirect tension test and viscoelastic continuum damage theory for fatigue characterization of asphalt mixtures[J].Construction and Building Materials, 2018, 187: 38-49.
[14]Chao Wang, Wei Cao.Fatigue performance characterization and prediction of asphalt binders using the linear amplitude sweep based viscoelastic continuum damage approach[J].International Journal of Fatigue, 2019, 119: 112-125.
[15]Sreelatha Balamurugan, Samuel B Cooper III, Louay Mohammad, Peyman Barghabany, Wei Cao.Chemical and rheological evaluation of asphalts incorporating RAP/RAS binders and warm-mix technologies in relation to crack resistance[J].Construction and Building Materials, 2019, 198: 256-268.
[16]Chao Wang, Wei Cao.A new comprehensive analysis framework for fatigue characterization of asphalt binder using the Linear Amplitude Sweep test.Construction and Building Materials, 2018, 171: 1-12.
[17]Samuel B Cooper Jr, Wei Cao, Mostafa Elseifi, Louay N Mohammad, Ramendra Das.Effects of Tack Coat Application on Interface Bond Strength and Short-Term Pavement Performance.Transportation Research Record, 2017, 2633 (1) : 1-8.
[18]Bo Tian, Dongwei Cao, Wei Cao*, Lidong Zhao, Chao Wang.Development of paving performance index system for selection of modified asphalt binder[J].Construction and Building Materials, 2017, 153: 695-703.
[19]Y Richard Kim, Wei Cao.A viscoplastic model for the confined permanent deformation of asphalt concrete in compression[J].Mechanics of Materials, 2016, 92: 235-247.
[20]Mostafa Elseifi, Louay N Mohammad, Wei Cao.Assessing the effects of RAP, RAS, and warm-mix technologies on fatigue performance of asphalt mixtures and pavements using viscoelastic continuum damage approach[J].Road Materials and Pavement Design, 2017, 18 (s4) : 353-371.
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