Kam Ng
Cited by
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Pile setup in cohesive soil. I: experimental investigation
KW Ng, M Roling, SS AbdelSalam, MT Suleiman, S Sritharan
Journal of Geotechnical and Geoenvironmental Engineering 139 (2), 199-209, 2013
Pile setup in cohesive soil. II: Analytical quantifications and design recommendations
K Ng, M Suleiman, S Sritharan
Wireless sensor network system for landslide monitoring and warning
P Giri, K Ng, W Phillips
IEEE Transactions on Instrumentation and Measurement 68 (4), 1210-1220, 2018
A rock physics and seismic reservoir characterization study of the Rock Springs Uplift, a carbon dioxide sequestration site in Southwestern Wyoming
D Grana, S Verma, J Pafeng, X Lang, H Sharma, W Wu, F McLaughlin, ...
International Journal of Greenhouse Gas Control 63, 296-309, 2017
Investigation of ultra high performance concrete piles for integral abutment bridges
KW Ng, J Garder, S Sritharan
Engineering Structures 105, 220-230, 2015
Systematic back-calculation protocol and prediction of resilient modulus for MEPDG
K Ng, D Hellrung, K Ksaibati, SS Wulff
International journal of pavement engineering 19 (1), 62-74, 2018
Pile setup, dynamic construction control, and load and resistance factor design of vertically-loaded steel H-Piles
Iowa State University, 2011
Resilient modulus of subgrade materials for mechanistic-empirical pavement design guide
K Ng, ZR Henrichs, K Ksaibati, SS Wulff
Road Materials and Pavement Design 19 (7), 1523-1545, 2018
Benefit-cost analysis and application of intelligent compaction for transportation
CM Savan, KW Ng, K Ksaibati
Transportation Geotechnics 9, 57-68, 2016
Development of LRFD procedures for bridge pile foundations in Iowa-volume III: recommended resistance factors with consideration of construction control and setup.
SS AbdelSalam, KW Ng, S Sritharan, MT Suleiman, M Roling
Iowa State University. Institute for Transportation, 2012
A procedure for incorporating setup into load and resistance factor design of driven piles
KW Ng, S Sritharan
Acta Geotechnica 11 (2), 347-358, 2016
Investigation of approach slab settlement for highway infrastructure
SY Yasrobi, KW Ng, TV Edgar, M Menghini
Transportation Geotechnics 6, 1-15, 2016
Verification of recommended load and resistance factor design and construction of piles in cohesive soils
KW Ng, S Sritharan, KF Dunker, D DeBoer
Transportation research record 2310 (1), 49-58, 2012
Development of preliminary load and resistance factor design of drilled shafts in Iowa.
KW Ng, S Sritharan, JC Ashlock
Iowa State University. Institute for Transportation, 2014
Effect of CO2-brine-rock reactions on pore architecture and permeability in dolostone: Implications for CO2 storage and EOR
H Wang, V Alvarado, DA Bagdonas, JF McLaughlin, JP Kaszuba, ...
International Journal of Greenhouse Gas Control 107, 103283, 2021
Failure of spill-through bridge abutments during scour: Flume and field observations
R Ettema, K Ng, R Chakradhar, J Fuller, EW Kempema
Journal of Hydraulic Engineering 141 (5), 06015001, 2015
An Electronic Database for Drilled SHAft Foundation Testing (DSHAFT)
J Garder, K Ng, S Sritharan, M Roling
Report No. InTrans Project 10 366, 2012
Development of LRFD design procedures for bridge piles in Iowa—Volume II: Field testing of steel H-piles in clay, sand, and mixed soils and data analysis
KW Ng, MT Suleiman, MJ Roling, SS AbdelSalam, S Sritharan
Iowa State University—Institute for Transportation, Ames, IA, 2011
Current limitations and challenges of driven piles in rock as demonstrated using three case studies in Wyoming
KW Ng, SY Yasrobi, TA Sullivan
IFCEE 2015, 500-517, 2015
A comprehensive field and laboratory test programme and electronic database of pavement material properties for MEPDG
K Ng, Z Hutson, K Ksaibati, SS Wulff
International Journal of Pavement Engineering 20 (5), 600-614, 2019
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