Year |
Citation |
Score |
2018 |
Ozer H, Al-Qadi IL, Singhvi P, Bausano J, Carvalho R, Li X, Gibson N. Prediction of pavement fatigue cracking at an accelerated testing section using asphalt mixture performance tests International Journal of Pavement Engineering. 19: 264-278. DOI: 10.1080/10298436.2017.1347435 |
0.378 |
|
2017 |
Li X, Gibson N, Youtcheff J. Evaluation of asphalt mixture cracking performance using the monotonic direct tension test in the AMPT Road Materials and Pavement Design. 18: 447-466. DOI: 10.1080/14680629.2017.1389084 |
0.447 |
|
2017 |
Li X, Gibson N, Andriescu A, Arnold TS. Performance evaluation of REOB-modified asphalt binders and mixtures Road Materials and Pavement Design. 18: 128-153. DOI: 10.1080/14680629.2016.1266754 |
0.393 |
|
2016 |
Li X, Gibson N. Comparison of Laboratory Fatigue Characteristics with Full-Scale Pavement Cracking for Recycled and Warm-Mix Asphalts Transportation Research Record. 2576: 100-108. DOI: 10.3141/2576-11 |
0.385 |
|
2015 |
Gibson N, Li X. Characterizing cracking of Asphalt Mixtures with fiber reinforcement: Use of cyclic fatigue and direct tension strength tests Transportation Research Record. 2507: 57-66. DOI: 10.3141/2507-07 |
0.385 |
|
2012 |
Li X, Gibson N, Qi X, Clark T, McGhee K. Laboratory and Full-Scale Evaluation of 4.75-mm Nominal Maximum Aggregate Size Superpave Overlay Transportation Research Record. 2293: 29-38. DOI: 10.3141/2293-04 |
0.391 |
|
2012 |
Mitchell MR, Link RE, Li X, Williams RC. A Practical Dynamic Modulus Testing Protocol Journal of Testing and Evaluation. 40: 103002. DOI: 10.1520/Jte103002 |
0.391 |
|
2012 |
Braham A, Zofka A, Li X, Ni F. Exploring the reduction of laboratory testing for the cohesive zone model for asphalt concrete International Journal of Pavement Engineering. 13: 350-359. DOI: 10.1080/10298436.2011.595792 |
0.682 |
|
2011 |
Li X, Clyne T, Reinke G, Johnson EN, Gibson N, Kutay ME. Laboratory evaluation of asphalt binders and mixtures containing polyphosphoric acid Transportation Research Record. 47-56. DOI: 10.3141/2210-06 |
0.396 |
|
2011 |
Li X, Marasteanu MO, Labuz JF, Christopher Williams R. Response behavior of asphalt mixtures at low temperatures under varying indirect tensile test loading conditions Journal of Testing and Evaluation. 39. DOI: 10.1520/Jte102484 |
0.632 |
|
2011 |
Goh SW, You Z, Williams RC, Li X. Preliminary Dynamic Modulus Criteria of HMA for Field Rutting of Asphalt Pavements: Michigan's Experience Journal of Transportation Engineering-Asce. 137: 37-45. DOI: 10.1061/(Asce)Te.1943-5436.0000191 |
0.336 |
|
2010 |
Li X, Marasteanu MO, Kvasnak A, Bausano J, Williams RC, Worel B. Factors Study in Low-Temperature Fracture Resistance of Asphalt Concrete Journal of Materials in Civil Engineering. 22: 145-152. DOI: 10.1061/(Asce)0899-1561(2010)22:2(145) |
0.662 |
|
2010 |
Li X, Marasteanu M. The fracture process zone in asphalt mixture at low temperature Engineering Fracture Mechanics. 77: 1175-1190. DOI: 10.1016/J.Engfracmech.2010.02.018 |
0.686 |
|
2009 |
Li X, Williams RC, Marasteanu MO, Clyne TR, Johnson EN. Investigation of In-Place asphalt film thickness and performance of hot-mix asphalt mixtures Journal of Materials in Civil Engineering. 21: 262-270. DOI: 10.1061/(Asce)0899-1561(2009)21:6(262) |
0.58 |
|
2008 |
Li X, Marasteanu MO, Williams RC, Clyne TR. Effect of Reclaimed Asphalt Pavement (Proportion and Type) and Binder Grade on Asphalt Mixtures Transportation Research Record. 2051: 90-97. DOI: 10.3141/2051-11 |
0.661 |
|
2008 |
Li X, Braham AF, Marasteanu MO, Buttlar WG, Williams RC. Effect of factors affecting fracture energy of asphalt concrete at low temperature Road Materials and Pavement Design. 9: 397-416. DOI: 10.1080/14680629.2008.9690176 |
0.688 |
|
Show low-probability matches. |