Year |
Citation |
Score |
2020 |
Dahal B, Mishra D. Discrete Element Modeling of Permanent Deformation Accumulation in Railroad Ballast Considering Particle Breakage Frontiers in Built Environment. 5. DOI: 10.3389/Fbuil.2019.00145 |
0.335 |
|
2019 |
Rabbi MF, Johnson DK, Mishra D, Bruzek R. Effect of Track Configuration and Loading Conditions on Vertical Wheel Load Measurements using the Differential Shear Approach Transportation Research Record. 2673: 279-288. DOI: 10.1177/0361198118821886 |
0.41 |
|
2018 |
Boler H, Mishra D, Hou W, Tutumluer E. Understanding track substructure behavior: Field instrumentation data analysis and development of numerical models Transportation Geotechnics. 17: 109-121. DOI: 10.1016/J.Trgeo.2018.10.001 |
0.622 |
|
2017 |
Mishra D, Boler H, Tutumluer E, Hou W, Hyslip JP. Deformation and Dynamic Load Amplification Trends at Railroad Bridge Approaches: Effects Caused by High-Speed Passenger Trains Transportation Research Record. 2607: 43-53. DOI: 10.3141/2607-07 |
0.614 |
|
2017 |
Qamhia IIA, Chow LC, Mishra D, Tutumluer E. Dense-Graded Aggregate Base Gradation Influencing Rutting Model Predictions Transportation Geotechnics. 13: 43-51. DOI: 10.1016/J.Trgeo.2017.07.002 |
0.646 |
|
2016 |
Xiao Y, Mishra D, Tutumluer E. Framework to Improve the Pavement ME Design Unbound Aggregate Rutting Model by Using Field Data Transportation Research Record. 2591: 69. DOI: 10.3141/2591-08 |
0.647 |
|
2016 |
Mishra D, Boler H, Tutumluer E, Hyslip JP. Effectiveness of Chemical Grouting and Stone Blowing as remedial measures to mitigate differential movement at railroad track transitions 2016 Joint Rail Conference, Jrc 2016. DOI: 10.1115/JRC2016-5805 |
0.455 |
|
2016 |
Kazmee H, Tutumluer E, Mishra D. Performance of Aggregate Subgrade Layers in Low-Volume Roads Constructed with Unconventional Recycled Aggregates Geotechnical Special Publication. 2016: 654-665. DOI: 10.1061/9780784480137.062 |
0.583 |
|
2016 |
Qamhia I, Tutumluer E, Chow LC, Mishra D. A Framework to Utilize Shear Strength Properties for Evaluating Rutting Potentials of Unbound Aggregate Materials Procedia Engineering. 143: 911-920. DOI: 10.1016/J.Proeng.2016.06.155 |
0.661 |
|
2015 |
Xiao Y, Tutumluer E, Mishra D. Performance Evaluations of Unbound Aggregate Permanent Deformation Models for Various Aggregate Physical Properties Transportation Research Record. 2525: 20-30. DOI: 10.3141/2525-03 |
0.643 |
|
2015 |
Sarker P, Mishra D, Tutumluer E, Lackey S. Overlay thickness design for low-volume roads: Mechanistic-empirical approach with nondestructive deflection testing and pavement damage models Transportation Research Record. 2509: 46-56. DOI: 10.3141/2509-06 |
0.594 |
|
2015 |
Qian Y, Mishra D, Tutumluer E, Kazmee HA. Characterization of geogrid reinforced ballast behavior at different levels of degradation through triaxial shear strength test and discrete element modeling Geotextiles and Geomembranes. 43: 393-402. DOI: 10.1016/J.Geotexmem.2015.04.012 |
0.695 |
|
2014 |
Mishra D, Qian Y, Kazmee H, Tutumluer E. Investigation of Geogrid-reinforced railroad ballast behavior using large-scale triaxial testing and discrete element modeling Transportation Research Record. 2462: 98-108. DOI: 10.3141/2462-12 |
0.7 |
|
2014 |
Mishra D, Tutumluer E, Boler H, Hyslip JR, Sussmann TR. Railroad track transitions with multidepth deflectometers and strain gauges Transportation Research Record. 2448: 105-114. DOI: 10.3141/2448-13 |
0.62 |
|
2014 |
Chow LC, Mishra D, Tutumluer E. Framework for development of an improved unbound aggregate base rutting model for mechanistic-empirical pavement design Transportation Research Record. 11-21. DOI: 10.3141/2401-02 |
0.674 |
|
2014 |
Mishra D, Qian Y, Huang H, Tutumluer E. An integrated approach to dynamic analysis of railroad track transitions behavior Transportation Geotechnics. 1: 188-200. DOI: 10.1016/J.Trgeo.2014.07.001 |
0.603 |
|
2013 |
Mishra D, Kazmee H, Tutumluer E, Pforr J, Read D, Gehringe E. Characterization of railroad ballast behavior under repeated loading Transportation Research Record. 169-179. DOI: 10.3141/2374-20 |
0.64 |
|
2013 |
Qian Y, Lee S, Tutumluer E, Hashash Y, Mishra D, Ghaboussi J. Simulating ballast shear strength from large-scale triaxial tests Transportation Research Record. 126-135. DOI: 10.3141/2374-15 |
0.696 |
|
2012 |
Mishra D, Tutumluer E, Heckel G. Performance evaluation of uncrushed aggregates in unsurfaced road applications through accelerated pavement testing Transportation Research Record. 67-78. DOI: 10.3141/2282-08 |
0.661 |
|
2012 |
Mishra D, Tutumluer E, Stark TD, Hyslip JP, Chrismer SM, Tomas M. Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation Journal of Zhejiang University: Science A. 13: 814-824. DOI: 10.1631/Jzus.A12Isgt7 |
0.537 |
|
2012 |
Mishra D, Tutumluer E. Aggregate Physical Properties Affecting Modulus and Deformation Characteristics of Unsurfaced Pavements Journal of Materials in Civil Engineering. 24: 1144-1152. DOI: 10.1061/(Asce)Mt.1943-5533.0000498 |
0.629 |
|
2010 |
Mishra D, Jayawickrama PW, Nash PT. Development of maintenance strategies to mitigate bridge end damage from water intrusion Transportation Research Record. 56-63. DOI: 10.3141/2170-07 |
0.31 |
|
2010 |
Mishra D, Tutumluer E, Butt AA. Quantifying effects of particle shape and type and amount of fines on unbound aggregate performance through controlled gradation Transportation Research Record. 61-71. DOI: 10.3141/2167-07 |
0.64 |
|
Show low-probability matches. |