| 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 | 115 | 2007 |
| 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 | 99 | 2015 |
| 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 | 68 | 2015 |
| Unified description of sand behavior F Zhang, B Ye, G Ye Frontiers of Architecture and Civil Engineering in China 5 (2), 121-150, 2011 | 61 | 2011 |
| 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 | 59 | 2015 |
| 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 | 49 | 2010 |
| 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 | 48 | 2015 |
| 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 | 47 | 2013 |
| 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 | 44 | 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 | 43 | 2012 |
| 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 | 40 | 2015 |
| 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 | 40 | 2005 |
| 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 | 39 | 2013 |
| 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 | 35 | 2017 |
| 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 | 34 | 2016 |
| Seismic performance of SSPQ retaining wall—centrifuge model tests and numerical evaluation XH Bao, GL Ye, B Ye, Y Sago, F Zhang Soil Dynamics and Earthquake Engineering 61, 63-82, 2014 | 32 | 2014 |
| Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures Y Bao, G Ye, B Ye, F Zhang Soils and Foundations 52 (2), 257-278, 2012 | 32 | 2012 |
| 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 | 31 | 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 | 27 | 2017 |
| Numerical analyses on progressive failure of slope due to heavy rain with 2D and 3D FEM G Ye, F Zhang, A Yashima, T Sumi, T Ikemura Soils and Foundations 45 (2), 1-15, 2005 | 25 | 2005 |
