| Experiment and numerical simulation of repeated liquefaction-consolidation of sand B Ye, G Ye, F Zhang, A Yashima Soils and Foundations 47 (3), 547-558, 2007 | 193 | 2007 |
| Chinese karst geology and measures to prevent geohazards during shield tunnelling in karst region with caves QL Cui, HN Wu, SL Shen, YS Xu, GL Ye Natural Hazards 77 (1), 129-152, 2015 | 145 | 2015 |
| Evaluation of hydraulic conductivity for both marine and deltaic deposits based on piezocone testing SL Shen, JP Wang, HN Wu, YS Xu, GL Ye, ZY Yin Ocean Engineering 110, 174-182, 2015 | 123 | 2015 |
| Laboratory study for pore pressures in sandy deposit under wave loading B Liu, DS Jeng, GL Ye, B Yang Ocean Engineering 106, 207-219, 2015 | 121 | 2015 |
| Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground X Bao, Z Xia, G Ye, Y Fu, D Su Tunnelling and Underground Space Technology 66, 91-106, 2017 | 114 | 2017 |
| Unified description of sand behavior F Zhang, B Ye, G Ye Frontiers of Architecture and Civil Engineering in China 5 (2), 121-150, 2011 | 108 | 2011 |
| In situ monitoring of frost heave pressure during cross passage construction using ground-freezing method L Han, G Ye, Y Li, X Xia, J Wang Canadian Geotechnical Journal 53 (3), 530-539, 2015 | 97 | 2015 |
| An AI‐based model for describing cyclic characteristics of granular materials P Zhang, ZY Yin, YF Jin, GL Ye International Journal for Numerical and Analytical Methods in Geomechanics …, 2020 | 95 | 2020 |
| Probabilistic parameter estimation and predictive uncertainty based on field measurements for unsaturated soil slope LL Zhang, ZB Zuo, GL Ye, DS Jeng, JH Wang Computers and Geotechnics 48, 72-81, 2013 | 86 | 2013 |
| Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation ZF Xia, GL Ye, JH Wang, B Ye, F Zhang Soil Dynamics and Earthquake Engineering 30 (11), 1309-1318, 2010 | 81 | 2010 |
| Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling G Ye, B Ye Underground space 1 (1), 62-77, 2016 | 78 | 2016 |
| Depositional environment and geotechnical properties of Shanghai clay: a comparison with Ariake and Bangkok clays C Wu, G Ye, L Zhang, D Bishop, J Wang Bulletin of Engineering Geology and the Environment 74 (3), 717-732, 2015 | 75 | 2015 |
| Experimental study on shear and creep behaviour of green tuff at high temperatures G Ye, T Nishimura, F Zhang International Journal of Rock Mechanics and Mining Sciences 79, 19-28, 2015 | 71 | 2015 |
| Pressures on the lining of a large shield tunnel with a small overburden: a case study L Han, G Ye, J Chen, X Xia, J Wang Tunnelling and Underground Space Technology 64, 1-9, 2017 | 65 | 2017 |
| Lessons learnt from unusual ground settlement during Double-O-Tube tunnelling in soft ground G Ye, T Hashimoto, S Shen, H Zhu, T Bai Tunnelling and Underground Space Technology 49, 79-91, 2015 | 64 | 2015 |
| Numerical modeling of changes in anisotropy during liquefaction using a generalized constitutive model B Ye, G Ye, F Zhang Computers and Geotechnics 42, 62-72, 2012 | 64 | 2012 |
| Strength and dilatancy of overconsolidated clays in drained true triaxial tests GL Ye, B Ye, F Zhang Journal of Geotechnical and Geoenvironmental Engineering 140 (4), 06013006, 2013 | 59 | 2013 |
| Pre-shear effect on liquefaction resistance of a Fujian sand B Ye, J Lu, G Ye Soil Dynamics and Earthquake Engineering 77, 15-23, 2015 | 58 | 2015 |
| Sustainable improvement of soft marine clay using low cement content: a multi-scale experimental investigation U Khalid, CC Liao, G Ye, SK Yadav Construction and Building Materials 191, 469-480, 2018 | 55 | 2018 |
| An elasto-viscoplastie model for soft sedimentary rock based on tij eoncept and subloading yield surt'ace F Zhang, A Yashima, T Nakai, GL Ye, H Aung Soitsand Fbun-dations 45 (1), 2005 | 52 | 2005 |
Feng ZhangNagoya Institute of TechnologyEmail verificata su nitech.ac.jp