| Physical modeling of local scour development around a large-diameter monopile in combined waves and current WG Qi, FP Gao Coastal Engineering 83, 72-81, 2014 | 217 | 2014 |
| Scour effects on p–y curves for shallowly embedded piles in sand WG Qi, FP Gao, MF Randolph, BM Lehane Géotechnique 66 (8), 648-660, 2016 | 122 | 2016 |
| Equilibrium scour depth at offshore monopile foundation in combined waves and current WG Qi, FP Gao Science China Technological Sciences 57, 1030-1039, 2014 | 82 | 2014 |
| Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models WG Qi, CF Li, DS Jeng, FP Gao, Z Liang Coastal engineering 147, 89-98, 2019 | 60 | 2019 |
| Physical modelling of local scour at twin piles under combined waves and current WG Qi, YX Li, K Xu, FP Gao Coastal Engineering 143, 63-75, 2019 | 57 | 2019 |
| Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed WG Qi, FP Gao Ocean Engineering 153, 412-423, 2018 | 47 | 2018 |
| On the instability of offshore foundations: theory and mechanism FP Gao, JH Li, WG Qi, C Hu Science China Physics, Mechanics & Astronomy 58, 1-17, 2015 | 35 | 2015 |
| Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity H Wu, W Qi, L Hu, Q Wen Computers and Geotechnics 85, 126-138, 2017 | 33 | 2017 |
| Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling WG Qi, YM Shi, FP Gao Applied Ocean Research 95, 102024, 2020 | 28 | 2020 |
| Local scour and pore-water pressure around a monopile foundation under combined waves and currents W Qi, F Gao, X Han, Q Gong ISOPE International Ocean and Polar Engineering Conference, ISOPE-I-12-173, 2012 | 28 | 2012 |
| Analytical solution for electroosmotic consolidation considering nonlinear variation of soil parameters H Wu, L Hu, W Qi, Q Wen International Journal of Geomechanics 17 (5), 06016032, 2017 | 27 | 2017 |
| Local scour around a monopile foundation for offshore wind turbines and scour effects on structural responses WG Qi, FP Gao Geotechnical engineering-Advances in soil mechanics and foundation …, 2019 | 22 | 2019 |
| A modified criterion for wave-induced momentary liquefaction of sandy seabed WG Qi, FP Gao Theoretical and Applied Mechanics Letters 5 (1), 20-23, 2015 | 22 | 2015 |
| Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed YM Shi, N Wang, FP Gao, WG Qi, JQ Wang Ocean Engineering 178, 20-30, 2019 | 18 | 2019 |
| A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability MZ Zhou, DS Jeng, WG Qi Ocean Engineering 213, 107597, 2020 | 17 | 2020 |
| Bearing capacity of the high-rise pile cap foundation for offshore wind turbines WG Qi, JK Tian, HY Zheng, HY Wang, J Yang, GL He, FP Gao Sustainable Development of Critical Infrastructure, 413-420, 2014 | 17 | 2014 |
| Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem M Zhou, H Liu, DS Jeng, W Qi, Q Fang Computers and Geotechnics 137, 104275, 2021 | 14 | 2021 |
| Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder WG Qi, J Liu, FP Gao, B Li, QG Chen Physics of Fluids 34 (1), 2022 | 13 | 2022 |
| A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction MZ Zhou, WG Qi, DS Jeng, FP Gao Ocean Engineering 239, 109807, 2021 | 10 | 2021 |
| Physical modelling of pile-group effect on the local scour in submarine environments YX Li, WG Qi, FP Gao Procedia engineering 166, 212-220, 2016 | 7 | 2016 |
Fuping GAOInstitute of Mechanics, Chinese Academy of SciencesVerified email at imech.ac.cn
