Amy Epps Martin
Amy Epps Martin
Professor of Civil Engineering, Texas A&M University
Verified email at tamu.edu
Title
Cited by
Cited by
Year
Use of recycling agents in asphalt mixtures with high recycled materials contents in the United States: A literature review
F Kaseer, AE Martin, E Arámbula-Mercado
Construction and Building Materials 211, 974-987, 2019
512019
Moisture susceptibility of asphalt mixtures with known field performance: Evaluated with dynamic analysis and crack growth model
E Arambula, E Masad, AE Martin
Transportation Research Record 2001 (1), 20-28, 2007
492007
Performance prediction with the MMLS3 at WesTrack
AL Epps, T Ahmed, DC Little, F Hugo, P Poolman, M Mikhail
Texas Transportation Institute, the Texas A & M University System, 2001
492001
Effect of recycling agents in recycled asphalt binders observed with microstructural and rheological tests
I Menapace, LG Cucalon, F Kaseer, E Arámbula-Mercado, AE Martin, ...
Construction and Building Materials 158, 61-74, 2018
452018
Pavement response and rutting for full-scale and scaled APT
A Epps Martin, LF Walubita, F Hugo, NU Bangera
Journal of Transportation Engineering 129 (4), 451-461, 2003
452003
Connected air voids content in permeable friction course mixtures
AE Alvarez, AE Martin, C Estakhri
Journal of Testing and Evaluation 37 (3), 254-263, 2009
442009
Effects of nonuniform tire contact stresses on pavement response
DW Park, AE Martin, E Masad
Journal of Transportation Engineering 131 (11), 873-879, 2005
442005
Polymer modified asphalt durability in pavements
WJ Woo, E Ofori-Abebresse, A Chowdhury, J Hilbrich, Z Kraus, AE Martin, ...
College Station, TX: Texas Transportation Institute, 2007
432007
Comparison of permeable friction course mixtures fabricated using asphalt rubber and performance-grade asphalt binders
AE Alvarez, EM Fernandez, AE Martin, OJ Reyes, GS Simate, LF Walubita
Construction and Building Materials 28 (1), 427-436, 2012
422012
Stiffness characterization of asphalt mixtures with high recycled material content and recycling agents
F Kaseer, F Yin, E Arámbula-Mercado, A Epps Martin
Transportation Research Record 2633 (1), 58-68, 2017
412017
New generation mix-designs: Laboratory testing and construction of the apt test sections
LF Walubita, V Umashankar, X Hu, B Jamison, F Zhou, T Scullion, ...
Texas Transportation Institute, 2010
392010
The crossover temperature: significance and application towards engineering balanced recycled binder blends
L Garcia Cucalon, F Kaseer, E Arámbula-Mercado, A Epps Martin, ...
Road Materials and Pavement Design 20 (6), 1391-1412, 2019
382019
Short-term laboratory conditioning of asphalt mixtures
D Newcomb, AE Martin, F Yin, E Arambula, ES Park, A Chowdhury, ...
NCHRP Report, 2015
362015
Comparison of asphalt rubber-aggregate and polymer modified asphalt–aggregate systems in terms of surface free energy and energy indices
AE Alvarez, E Ovalles, AE Martin
Construction and Building Materials 35, 385-392, 2012
362012
Use of the asphalt pavement analyzer and repeated simple shear test at constant height to augment superpave volumetric mix design
AE Martin, DW Park
Journal of transportation Engineering 129 (5), 522-530, 2003
342003
Thermal behavior of crumb-rubber modified asphalt concrete mixtures
AL Epps
University of California, Berkeley, 1997
341997
Indirect tensile fatigue performance of asphalt after MMLS3 trafficking under different environmental conditions
F Hugo, LF Walubita, AL Epps Martin
Journal of the South African Institution of Civil Engineering= Joernaal van …, 2002
332002
Performance-graded binder specification for surface treatments
R Barcena, A Epps Martin, D Hazlett
Transportation research record 1810 (1), 63-71, 2002
312002
A comparison of measured and predicted low temperature cracking conditions
AL Epps
Journal of the Association of Asphalt Paving Technologists 67, 1998
301998
Computation of pseudo strain energy and Paris law fracture coefficients from surface energy and uniaxial strain-controlled tension test data
LF Walubita, AE Martin, GS Cleveland, RL Lytton
International Journal of Pavement Engineering 7 (3), 167-178, 2006
292006
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