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Waleed Zeiada
Researcher at University of Sharjah
Publications - 84
Citations - 820
Waleed Zeiada is an academic researcher from University of Sharjah. The author has contributed to research in topics: Asphalt & Asphalt concrete. The author has an hindex of 12, co-authored 61 publications receiving 475 citations. Previous affiliations of Waleed Zeiada include Mansoura University & Arizona State University.
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Journal ArticleDOI
Evaluation of Fiber-Reinforced Asphalt Mixtures Using Advanced Material Characterization Tests
Kamil E. Kaloush,Krishna Prapoorna Biligiri,Waleed Zeiada,Maria Carolina Rodezno,Jordan Xavier Reed +4 more
TL;DR: In this paper, the authors evaluate the material properties of a conventional (control) and fiber-reinforced asphalt mixtures using advanced material characterization tests, including triaxial shear strength, dynamic modulus, repeated load permanent deformation, fatigue, crack propagation, and indirect tensile strength tests.
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Use of the multiple stress creep recovery (MSCR) test to characterize the rutting potential of asphalt binders: A literature review
Hanqi Liu,Waleed Zeiada,Waleed Zeiada,Ghazi G. Al-Khateeb,Ghazi G. Al-Khateeb,Abdallah Shanableh,Mufid Samarai +6 more
TL;DR: A review of the MSCR test from its development, validation to new improvements in test protocol and analysis method is provided in order to develop a comprehensive understanding of the test and propose a better M SCR test protocol than the one being currently used.
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Using Dynamic Modulus Test to Evaluate Moisture Susceptibility of Asphalt Mixtures
TL;DR: The dynamic modulus (E*) test has gained wider use in the pavement community for two reasons: it is a major input into the Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures and is being used as a simple performance test indicator as mentioned in this paper.
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Machine Learning for Pavement Performance Modelling in Warm Climate Regions
TL;DR: Pavement performance in warm climate regions is dominated by different environmental factors than those found for cold climate regions, and the ANN modelling technique produced the most accurate asphalt pavement performance models.
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One-Phase EICP Biotreatment of Sand Exposed to Various Environmental Conditions
TL;DR: Enzyme-induced carbonate precipitation (EICP) has been described as a bioinspired solution for ameliorating the mechanical properties of soil by precipitating calcium carbonate to bond sand.