Year |
Citation |
Score |
2020 |
Adhikari P, Ng KW, Gebreslasie YZ, Wulff SS, Sullivan TA. Geomaterial classification criteria for design and construction of driven steel H-piles Canadian Geotechnical Journal. 57: 616-621. DOI: 10.1139/Cgj-2018-0786 |
0.497 |
|
2020 |
Adhikari P, Ng KW, Gebreslasie YZ, Wulff SS. Static and Economic Analyses of Driven Steel H-Piles in IGM Using the WyoPile Database Journal of Bridge Engineering. 25: 4020016. DOI: 10.1061/(Asce)Be.1943-5592.0001546 |
0.375 |
|
2020 |
Yu H, Ng K, Grana D, Alvarado V, Kaszuba J, Campbell E. A generalized power-law criterion for rocks based on Mohr failure theory International Journal of Rock Mechanics and Mining Sciences. 128: 104274. DOI: 10.1016/J.Ijrmms.2020.104274 |
0.344 |
|
2019 |
Ng K, Mebrahtom D, Ksaibati K, Wulff SS. Characterisation of crushed base for mechanistic-empirical pavement design guide Road Materials and Pavement Design. 1-15. DOI: 10.1080/14680629.2019.1614971 |
0.35 |
|
2018 |
Ng K, Ksaibati R. Effect of Soil Layering on Shorter-Term Pile Setup Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018020. DOI: 10.1061/(Asce)Gt.1943-5606.0001873 |
0.489 |
|
2018 |
Giri P, Ng K, Phillips W. Laboratory simulation to understand translational soil slides and establish movement criteria using wireless IMU sensors Landslides. 15: 2437-2447. DOI: 10.1007/S10346-018-1055-4 |
0.388 |
|
2017 |
Ksaibati R, Ng K. Medium-Scale Experimental Study of Pile Setup Geotechnical Testing Journal. 40: 20160113. DOI: 10.1520/Gtj20160113 |
0.527 |
|
2017 |
Ng K, Henrichs ZR, Ksaibati K, Wulff SS. Resilient modulus of subgrade materials for mechanistic-empirical pavement design guide Road Materials and Pavement Design. 19: 1523-1545. DOI: 10.1080/14680629.2017.1323662 |
0.35 |
|
2017 |
Ng K, Hutson Z, Ksaibati K, Wulff SS. A comprehensive field and laboratory test programme and electronic database of pavement material properties for MEPDG International Journal of Pavement Engineering. 20: 600-614. DOI: 10.1080/10298436.2017.1316846 |
0.49 |
|
2016 |
Ng K, Hellrung D, Ksaibati K, Wulff SS. Systematic back-calculation protocol and prediction of resilient modulus for MEPDG International Journal of Pavement Engineering. 1-13. DOI: 10.1080/10298436.2016.1162303 |
0.367 |
|
2016 |
Yasrobi SY, Ng KW, Edgar TV, Menghini M. Investigation of approach slab settlement for highway infrastructure Transportation Geotechnics. 6: 1-15. DOI: 10.1016/J.Trgeo.2015.12.002 |
0.308 |
|
2016 |
Ng KW, Sritharan S. A procedure for incorporating setup into load and resistance factor design of driven piles Acta Geotechnica. 11: 347-358. DOI: 10.1007/S11440-014-0354-8 |
0.699 |
|
2015 |
Ng KW, Chakradhar R, Ettema R, Kempema EW. Geotechnical considerations in hydraulic modeling of bridge abutment scour Journal of Applied Water Engineering and Research. 3: 132-142. DOI: 10.1080/23249676.2015.1009183 |
0.531 |
|
2015 |
Ettema R, Ng K, Chakradhar R, Fuller J, Kempema EW. Failure of spill-through bridge abutments during scour: Flume and field observations Journal of Hydraulic Engineering. 141. DOI: 10.1061/(Asce)Hy.1943-7900.0000996 |
0.502 |
|
2015 |
Ng K, Sritharan S. Verification of LRFD approach for piles in sand and mixed soils Soils and Foundations. 55: 678-690. DOI: 10.1016/J.Sandf.2015.06.002 |
0.683 |
|
2015 |
Ng KW, Garder J, Sritharan S. Investigation of ultra high performance concrete piles for integral abutment bridges Engineering Structures. 105: 220-230. DOI: 10.1016/J.Engstruct.2015.10.009 |
0.618 |
|
2014 |
Ng KW, Roling M, AbdelSalam SS, Suleiman MT, Sritharan S. Closure to “Pile Setup in Cohesive Soil. I: Experimental Investigation” by Kam W. Ng, Matthew Roling, Sherif S. AbdelSalam, Muhannad T. Suleiman, and Sri Sritharan Journal of Geotechnical and Geoenvironmental Engineering. 140: 7013004. DOI: 10.1061/(Asce)Gt.1943-5606.0001064 |
0.717 |
|
2014 |
Ng K, Sritharan S. Integration of construction control and pile setup into load and resistance factor design of piles Soils and Foundations. DOI: 10.1016/J.Sandf.2014.02.010 |
0.641 |
|
2013 |
Ng KW, Roling M, AbdelSalam SS, Suleiman MT, Sritharan S. Pile setup in cohesive soil. I: Experimental investigation Journal of Geotechnical and Geoenvironmental Engineering. 139: 199-209. DOI: 10.1061/(Asce)Gt.1943-5606.0000751 |
0.711 |
|
2013 |
Ng KW, Suleiman MT, Sritharan S. Pile setup in cohesive soil. II: Analytical quantifications and design recommendations Journal of Geotechnical and Geoenvironmental Engineering. 139: 210-222. DOI: 10.1061/(Asce)Gt.1943- |
0.702 |
|
2013 |
Ng KW, Sritharan S. Improving dynamic soil parameters and advancing the pile signal matching technique Computers and Geotechnics. 54: 166-174. DOI: 10.1016/J.Compgeo.2013.07.007 |
0.653 |
|
2012 |
Ng K, Sritharan S, Dunker K, Deboer D. Verification of recommended load and resistance factor design and construction of piles in cohesive soils Transportation Research Record. 49-58. DOI: 10.3141/2310-06 |
0.674 |
|
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