Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay SR Kim Ocean engineering 52, 75-82, 2012 | 183 | 2012 |
Effect of monopile foundation modeling on the structural response of a 5-MW offshore wind turbine tower S Jung, SR Kim, A Patil Ocean Engineering 109, 479-488, 2015 | 134 | 2015 |
Evaluation of undrained bearing capacities of bucket foundations under combined loads LC Hung, SR Kim Marine Georesources & Geotechnology 32 (1), 76-92, 2014 | 110 | 2014 |
Group effect on bearing capacities of tripod bucket foundations in undrained clay SR Kim, M Oh Ocean engineering 79, 1-9, 2014 | 67 | 2014 |
Evaluation of seismic displacements of quay walls SR Kim, IS Jang, CK Chung, MM Kim Soil Dynamics and Earthquake Engineering 25 (6), 451-459, 2005 | 64 | 2005 |
Long-term monitoring of strain in instrumented piles BH Fellenius, SR Kim, SG Chung Journal of Geotechnical and Geoenvironmental Engineering 135 (11), 1583-1595, 2009 | 59 | 2009 |
Evaluation of combined horizontal-moment bearing capacities of tripod bucket foundations in undrained clay SR Kim Ocean engineering 85, 100-109, 2014 | 58 | 2014 |
Hyperbolic method for prediction of prefabricated vertical drains performance SG Chung, NK Lee, SR Kim Journal of Geotechnical and Geoenvironmental Engineering 135 (10), 1519-1528, 2009 | 53 | 2009 |
Evaluation of force components acting on gravity type quay walls during earthquakes SR Kim, OS Kwon, MM Kim Soil Dynamics and Earthquake Engineering 24 (11), 853-866, 2004 | 51 | 2004 |
Experimental investigation of the vertical pullout cyclic response of bucket foundations in sand S Lee, NX Tran, SR Kim Applied Ocean Research 68, 325-335, 2017 | 43 | 2017 |
Evaluation of horizontal and moment bearing capacities of tripod bucket foundations in sand NX Tran, SR Kim Ocean engineering 140, 209-221, 2017 | 43 | 2017 |
Distribution of residual load and true shaft resistance for a driven instrumented test pile SR Kim, SG Chung, BH Fellenius Canadian Geotechnical Journal 48 (4), 583-598, 2011 | 34 | 2011 |
An experimental investigation of the cyclic response of bucket foundations in soft clay under one-way cyclic horizontal loads SH Lee, S Vicent, SR Kim Applied Ocean Research 71, 59-68, 2018 | 31 | 2018 |
Effect of loading rate on the pullout capacity of offshore bucket foundations in sand S Vicent, SR Kim, T Bong Ocean Engineering 210, 107427, 2020 | 30 | 2020 |
Evaluation of the dynamic p–yp loops of pile-supported structures on sloping ground BN Nguyen, NX Tran, JT Han, SR Kim Bulletin of Earthquake Engineering 16, 5821-5842, 2018 | 28 | 2018 |
Liquefaction of embankments on sandy soil and the optimum countermeasure against the liquefaction YH Park, SR Kim, SH Kim, MM Kim | 26 | 2000 |
Equivalent head-down load vs. Movement relationships evaluated from bi-directional pile load tests SR Kim, SG Chung KSCE Journal of Civil Engineering 16, 1170-1177, 2012 | 24 | 2012 |
Applicability of the SPT-based methods for estimating toe bearing capacity of driven PHC piles in the thick deltaic deposits NT Dung, SG Chung, SR Kim, SH Beak KSCE Journal of Civil Engineering 15, 1023-1031, 2011 | 24 | 2011 |
Evaluation of bearing capacity of waveform micropile by numerical analyses JT Han, SR Kim, YE Jang, SH Lee Journal of the Korea Academia-Industrial cooperation Society 14 (11), 5906-5914, 2013 | 22 | 2013 |
Evaluation of the soil–pile interface properties in the lateral direction for seismic analysis in sand NX Tran, T Bong, BS Yoo, SR Kim Soil Dynamics and Earthquake Engineering 140, 106473, 2021 | 20 | 2021 |