ติดตาม
Mithil Mazumder, Ph.D.
Mithil Mazumder, Ph.D.
Engineering Technology, Texas State University
ยืนยันอีเมลแล้วที่ txstate.edu
ชื่อ
อ้างโดย
อ้างโดย
ปี
SEM and ESEM techniques used for analysis of asphalt binder and mixture: A state of the art review
M Mazumder, R Ahmed, AW Ali, SJ Lee
Construction and Building Materials 186, 313-329, 2018
1682018
Quantifying the environmental burdens of the hot mix asphalt (HMA) pavements and the production of warm mix asphalt (WMA)
M Mazumder, V Sriraman, HH Kim, SJ Lee
International Journal of Pavement Research and Technology 9 (3), 190-201, 2016
792016
Performance properties of polymer modified asphalt binders containing wax additives
M Mazumder, H Kim, SJ Lee
International Journal of Pavement Research and Technology 9 (2), 128-139, 2016
752016
Recycling of aged asphalt binders with wax warm additives
HH Kim, M Mazumder, SJ Lee
Road Materials and Pavement Design 19 (5), 1203-1215, 2018
292018
Evaluation of high-performance asphalt binders modified with SBS, SIS, and GTR
HH Kim, M Mazumder, MS Lee, SJ Lee
Advances in civil engineering 2019, 1-11, 2019
262019
Micromorphology and rheology of warm binders depending on aging
HH Kim, M Mazumder, SJ Lee
Journal of Materials in Civil Engineering 29 (11), 04017226, 2017
262017
Characterization of recycled crumb rubber modified binders containing wax warm additives
HH Kim, M Mazumder, SJ Lee, MS Lee
Journal of Traffic and Transportation Engineering (English Edition) 5 (3 …, 2018
232018
Multiple Stress Creep Recovery (MSCR) characterization of polymer modified asphalt binder containing wax additives
AW Ali, HH Kim, M Mazumder, MS Lee, SJ Lee
International Journal of Pavement Research and Technology, 2018
222018
Characterization of CRM binders with wax additives using an atomic force microscopy (AFM) and an optical microscopy
HH Kim, M Mazumder, A Torres, SJ Lee, MS Lee
Advances in Civil Engineering Materials 6 (1), 504-525, 2017
182017
Effect of skew angle on longitudinal girder (support shear, moment, torsion) and deck slab of an IRC skew bridge
A Dhar, M Mazumder, MCS Karmakar
The Indian Concrete Journal 1 (2013), 46-52, 2013
172013
Rheological and Morphological Characterization of Styrene-Isoprene-Styrene (SIS) Modified Asphalt Binder
M Mazumder, A Siddique, R Ahmed, SJ Lee, MS Lee
Advances in Civil Engineering 2020, 2020
162020
Effect of blending time on viscosity of rubberized binders with wax additives
HH Kim, M Mazumder, MS Lee, SJ Lee
International Journal of Pavement Research and Technology 11 (6), 655-665, 2018
142018
Comparison of field performance of crack treatment methods in asphalt pavement of Texas
M Mazumder, HH Kim, SJ Lee
Journal of Transportation Engineering, Part B: Pavements 145 (1), 04018057, 2019
132019
Spectroscopic Ellipsometry of Asphalt Binder: A Study of Optical Constants
M Mazumder, R Ahmed, M Hasan, SJ Lee, MS Lee
International Journal of Civil Engineering, 1-9, 2019
122019
Identification of the microstructural components of crumb rubber modified asphalt binder (CRMA) and the feasibility of using environmental scanning electron microscopy (ESEM …
HH Kim, M Mithil, MS Lee, SJ Lee
International Journal of Highway Engineering 18 (6), 41-50, 2016
102016
Deep regression prediction of rheological properties of SIS-modified asphalt binders
B Ji, SJ Lee, M Mazumder, MS Lee, HH Kim
Materials 13 (24), 5738, 2020
92020
Effect of production process on performance properties of warm rubberized binders
HH Kim, M Mazumder, SJ Lee, MS Lee
Journal of Traffic and Transportation Engineering (English Edition) 6 (6 …, 2019
92019
Laboratory characterization of asphalt binders modified with styrene butadiene rubber (SBR)
N Hemmati, J Yun, M Mazumder, MS Lee, SJ Lee
Materials 14 (24), 7666, 2021
82021
Evaluation of effect of thermoplastic polyurethane (TPU) on crumb rubber modified (CRM) asphalt binder
J Yun, M Mazumder, IH Na, MS Lee, HH Kim
Materials 15 (11), 3824, 2022
72022
Installation and implementation of proper tack coat application
M Mazumder, MS Lee, SJ Lee
Journal of the Korean Asphalt Institute 9 (1), 14-39, 2019
6*2019
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บทความ 1–20