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    Evaluation of the Effect of Pavement Roughness on Skid Resistance 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Luis Fuentes; Manjriker Gunaratne; Daniel Hess
    Publisher: American Society of Civil Engineers
    Abstract: Roughness of a pavement surface is commonly correlated to its serviceability. On the other hand, on many occasions, investigators have attributed pavement roughness to inadequate skid resistance (friction) as well. However, ...
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    Development of Dynamic Modulus Prediction Model Using Artificial Neural Networks for Colombian Mixtures 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 001:;page 04023038-1
    Author(s): Prashanta Kumar Acharjee; Mena I. Souliman; Freya Freyle; Luis Fuentes
    Publisher: ASCE
    Abstract: Dynamic modulus is a key material property to predict the performance of flexible pavements. Several prediction models have been developed worldwide to predict the dynamic modulus from aggregate, binder, and mixture ...
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    Correlating the Asphalt-Binder BBR Test Data to the HMA (ML-OT) Fracture Properties 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 009:;page 04021230-1
    Author(s): Lubinda F. Walubita; Luis Fuentes; Hossain Tanvir; Harshavardhan R. Chunduri; Samer Dessouky
    Publisher: ASCE
    Abstract: An asphalt-binder is one of the key constituent elements that significantly influences and controls the fracture behavior and cracking performance of hot-mix asphalt (HMA). In particular, the low-temperature rheological ...
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    Correlating the Asphalt-Binder MSCR Test Results to the HMA HWTT and Field Rutting Performance 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 003:;page 04022047
    Author(s): Lubinda F. Walubita; Meng Ling; Lorena M. Rico Pianeta; Luis Fuentes; Julius J. Komba; Gamal M. Mabrouk
    Publisher: ASCE
    Abstract: Asphalt binder is one of the key constitutive components of hot-mix asphalt (HMA) that considerably affects its rutting performance. In particular, the high-temperature rheological properties measured from the multiple ...
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    Moisture-Induced Deterioration Mechanism of Asphalt Mortar Using Different Fillers 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011:;page 04024375-1
    Author(s): Tao Bai; Yi Fan; Changlong Chenxin; Fan Wu; Fang Xu; Luis Fuentes; Lubinda F. Walubita
    Publisher: American Society of Civil Engineers
    Abstract: The effect of different filler types on the properties of asphalt mortar before and after water saturation was studied by laboratory tests. Under both dry and water-saturated circumstances, four alternative fillers, limestone ...
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    Performance Characterization of Warm-Mix Asphalt Containing High Reclaimed-Asphalt Pavement with Bio-Oil Rejuvenator 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author(s): Ali Foroutan Mirhosseini; Amid Tahami; Inge Hoff; Samer Dessouky; Amir Kavussi; Luis Fuentes; Lubinda F. Walubita
    Publisher: ASCE
    Abstract: Warm-mix asphalt (WMA) technology and recycling of asphalt pavement, i.e., reclaimed asphalt pavement (RAP), have been becoming more popular in recent years due to their economic and environmental benefits. Similarly, ...
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