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Ghassan R. Chehab
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CHARACTERIZING ASPHALT CONCRETE IN UNIAXIAL TENSION USING A VISCO-ELASTO-PLASTIC CONTINUUM DAMAGE MODEL (WITH DISCUSSION)
R Chehab, G. R., Kim, Y. R., Schapery, R. A., Witczak, M. W., Bonaquist
Journal of Asphalt Paving Technology 72, 315-355, 2003
270*2003
Time-temperature superposition principle for asphalt concrete with growing damage in tension state
GR Chehab, YR Kim, RA Schapery, MW Witczak, R Bonaquist
Journal of the Association of Asphalt Paving Technologists 71, 2002
2192002
Behavioral determinants towards enhancing construction waste management: A Bayesian Network analysis
A Bakshan, I Srour, G Chehab, M El-Fadel, J Karaziwan
Resources, Conservation and Recycling 117, 274-284, 2017
1172017
A field based methodology for estimating waste generation rates at various stages of construction projects
A Bakshan, I Srour, G Chehab, M El-Fadel
Resources, Conservation and Recycling 100, 70-80, 2015
1142015
Specimen geometry study for direct tension test based on mechanical tests and air void variation in asphalt concrete specimens compacted by superpave gyratory compactor
GR Chehab, E O’Quinn, Y Richard Kim
Transportation Research Record 1723 (1), 125-132, 2000
1142000
Evaluation of geogrids for stabilising weak pavement subgrade
X Tang, GR Chehab, A Palomino
International Journal of Pavement Engineering 9 (6), 413-429, 2008
1072008
Flexural behavior of concrete beams reinforced with different types of geogrids
F El Meski, GR Chehab
Journal of materials in civil engineering 26 (8), 04014038, 2014
942014
Determination of time-domain viscoelastic functions using optimized interconversion techniques
S Mun, GR Chehab, YR Kim
Road materials and pavement design 8 (2), 351-365, 2007
782007
Viscoelastoplastic damage characterization of asphalt–aggregate mixtures using digital image correlation
GR Chehab, Y Seo, YR Kim
International Journal of Geomechanics 7 (2), 111-118, 2007
762007
Viscoelastoplastic continuum damage model application to thermal cracking of asphalt concrete
GR Chehab, YR Kim
Journal of materials in civil engineering 17 (4), 384-392, 2005
652005
Effects of tire configurations on pavement damage
IL Al-Qadi, PJ Yoo, MA Elseifi, I Janajreh, G Chehab, A Collop
Journal of the Association of Asphalt Paving Technologists 74 (1), 921-961, 2005
642005
Assessment of the physico-chemical properties of waste cooking oil and spent coffee grounds oil for potential use as asphalt binder rejuvenators
R Jalkh, H El-Rassy, GR Chehab, MG Abiad
Waste and Biomass Valorization 9, 2125-2132, 2018
572018
Pilot-based assessment of the economics of recycling construction demolition waste
IM Srour, GR Chehab, M El-Fadel, S Tamraz
Waste Management & Research 31 (11), 1170-1179, 2013
512013
Mechanical and microstructure properties of biochar-based mortar: An internal curing agent for PCC
R Mrad, G Chehab
Sustainability 11 (9), 2491, 2019
492019
Laboratory study of geogrid reinforcement in Portland cement concrete
X Tang, GR Chehab, S Kim
Proceedings of the 6th RILEM International Conference on Cracking in …, 2008
482008
The use of geogrid reinforcement for enhancing the performance of concrete overlays: An experimental and numerical assessment
H Itani, G Saad, G Chehab
Construction and Building Materials 124, 826-837, 2016
472016
A numerical modeling approach to evaluate energy-efficient mechanical ventilation strategies
B Yassine, K Ghali, N Ghaddar, I Srour, G Chehab
Energy and Buildings 55, 618-630, 2012
442012
Use of ceramic-waste powder as value-added pozzolanic material with improved thermal properties
A AlArab, B Hamad, G Chehab, JJ Assaad
Journal of materials in civil engineering 32 (9), 04020243, 2020
432020
Evaluating Recycled Asphalt Pavement Mixtures with Mechanistic–Empirical Pavement Design Guide Level 3 Analysis
GR Chehab, JS Daniel
Transportation research record 1962 (1), 90-100, 2006
382006
Studies of the effect of recycled aggregates on flexural, shear, and bond splitting beam structural behavior
BS Hamad, AH Dawi, A Daou, GR Chehab
Case Studies in Construction Materials 9, e00186, 2018
372018
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Articles 1–20