Debakanta Mishra
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Characterization of geogrid reinforced ballast behavior at different levels of degradation through triaxial shear strength test and discrete element modeling
Y Qian, D Mishra, E Tutumluer, HA Kazmee
Geotextiles and Geomembranes 43 (5), 393-402, 2015
An integrated approach to dynamic analysis of railroad track transitions behavior
D Mishra, Y Qian, H Huang, E Tutumluer
Transportation Geotechnics 1 (4), 188-200, 2014
Aggregate physical properties affecting modulus and deformation characteristics of unsurfaced pavements
D Mishra, E Tutumluer
Journal of Materials in Civil Engineering 24 (9), 1144-1152, 2012
Framework for development of an improved unbound aggregate base rutting model for mechanistic–empirical pavement design
LC Chow, D Mishra, E Tutumluer
Transportation Research Record 2401 (1), 11-21, 2014
Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation
D Mishra, E Tutumluer, TD Stark, JP Hyslip, SM Chrismer, M Tomas
Journal of Zhejiang University SCIENCE A 13, 814-824, 2012
Characterization of Illinois aggregates for subgrade replacement and subbase
E Tutumluer, D Mishra, AA Butt
ICT-09-060 UILU-ENG-2009-2042, 2009
Railroad track transitions with multidepth deflectometers and strain gauges
D Mishra, E Tutumluer, H Boler, JP Hyslip, TR Sussmann
Transportation Research Record 2448 (1), 105-114, 2014
Quantifying effects of particle shape and type and amount of fines on unbound aggregate performance through controlled gradation
D Mishra, E Tutumluer, AA Butt
Transportation Research Record 2167 (1), 61-71, 2010
Simulating ballast shear strength from large-scale triaxial tests: Discrete element method
Y Qian, SJ Lee, E Tutumluer, YMA Hashash, D Mishra, J Ghaboussi
Transportation research record 2374 (1), 126-135, 2013
Investigation of geogrid-reinforced railroad ballast behavior using large-scale triaxial testing and discrete element modeling
D Mishra, Y Qian, H Kazmee, E Tutumluer
Transportation Research Record 2462 (1), 98-108, 2014
Using FWD deflection basin parameters for network-level assessment of flexible pavements
MF Rabbi, D Mishra
International Journal of Pavement Engineering 22 (2), 147-161, 2021
Characterization of railroad ballast behavior under repeated loading: results from new large triaxial test setup
D Mishra, H Kazmee, E Tutumluer, J Pforr, D Read, E Gehringer
Transportation research record 2374 (1), 169-179, 2013
Performance evaluations of unbound aggregate permanent deformation models for various aggregate physical properties
Y Xiao, E Tutumluer, D Mishra
Transportation Research Record 2525 (1), 20-30, 2015
Investigation and mitigation of differential movement at railway transitions for US high speed passenger rail and joint passenger/freight corridors
E Tutumluer, TD Stark, D Mishra, JP Hyslip
ASME/IEEE Joint Rail Conference 44656, 75-84, 2012
Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades
D Mishra
University of Illinois at Urbana-Champaign, 2012
Investigation of ballast degradation and fouling trends using image analysis
M Moaveni, Y Qian, H Boler, D Mishra, E Tutumluer
Proc. 2nd Int. Conf. on Railway Technology: Research, Development and …, 2014
Triaxial testing and discrete-element modelling of geogrid-stabilised rail ballast
Y Qian, E Tutumluer, D Mishra, H Kazmee
Proceedings of the institution of civil engineers-ground improvement 171 (4 …, 2018
Dense-graded aggregate base gradation influencing rutting model predictions
IIA Qamhia, LC Chow, D Mishra, E Tutumluer
Transportation Geotechnics 13, 43-51, 2017
Comparative evaluation of different aperture geogrids for ballast reinforcement through triaxial testing and discrete element modeling
Y Qian, D Mishra, E Tutumluer, J Kwon
Proceedings of geosynthetics, 10, 2013
Deformation and dynamic load amplification trends at railroad bridge approaches: Effects caused by high-speed passenger trains
D Mishra, H Boler, E Tutumluer, W Hou, JP Hyslip
Transportation research record 2607 (1), 43-53, 2017
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