| Exploring the relationship between critical state and particle shape for granular materials J Yang, XD Luo Journal of the Mechanics and Physics of Solids 84, 196-213, 2015 | 327 | 2015 |
| Quantifying and modelling fabric anisotropy of granular soils ZX Yang, XS Li, J Yang Géotechnique 58 (4), 237-248, 2008 | 327 | 2008 |
| Collapse of loose sand with the addition of fines: the role of particle shape J Yang, LM Wei Géotechnique 62 (12), 1111-1125, 2012 | 311 | 2012 |
| Generalized approach for prediction of jet grout column diameter SL Shen, ZF Wang, J Yang, CE Ho Journal of Geotechnical and Geoenvironmental Engineering 139 (12), 2060-2069, 2013 | 292 | 2013 |
| Undrained anisotropy and rotational shear in granular soil ZX Yang, XS Li, J Yang Géotechnique 57 (4), 371-384, 2007 | 265 | 2007 |
| Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions J Yang, HY Sze Géotechnique 61 (1), 59-73, 2011 | 260 | 2011 |
| Perspectives for flood risk assessment and management for mega-city metro system HM Lyu, SL Shen, A Zhou, J Yang Tunnelling and Underground Space Technology 84, 31-44, 2019 | 248 | 2019 |
| Failure modes of sand in undrained cyclic loading: impact of sample preparation HY Sze, J Yang Journal of geotechnical and geoenvironmental engineering 140 (1), 152-169, 2014 | 242 | 2014 |
| Shear stiffness of granular material at small strains: does it depend on grain size? J Yang, XQ Gu Géotechnique 63 (2), 165-179, 2013 | 233 | 2013 |
| Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution F Zhang, G Wang, T Kamai, W Chen, D Zhang, J Yang Engineering Geology 155, 69-79, 2013 | 212 | 2013 |
| Interpretation of seismic vertical amplification observed at an array site J Yang, T Sato Bulletin of the Seismological Society of America 90 (2), 275-285, 2000 | 199 | 2000 |
| Non-uniqueness of flow liquefaction line for loose sand J Yang Géotechnique 52 (10), 757-760, 2002 | 183 | 2002 |
| Non-uniqueness of flow liquefaction line for loose sand J Yang Géotechnique 52 (10), 757-760, 2002 | 179 | 2002 |
| Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints HN Wu, SL Shen, J Yang, A Zhou Tunnelling and Underground Space Technology 78, 168-177, 2018 | 174 | 2018 |
| A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis J Yang, JB Li, G Lin Soil dynamics and earthquake engineering 26 (8), 725-734, 2006 | 173 | 2006 |
| Laboratory measurements of small strain properties of dry sands by bender element X Gu, J Yang, M Huang Soils and Foundations 53 (5), 735-745, 2013 | 164 | 2013 |
| State-dependent strength of sands from the perspective of unified modeling J Yang, XS Li Journal of geotechnical and geoenvironmental engineering 130 (2), 186-198, 2004 | 163 | 2004 |
| Risk assessment of mega-city infrastructures related to land subsidence using improved trapezoidal FAHP HM Lyu, SL Shen, A Zhou, J Yang Science of The Total Environment 717, 135310, 2020 | 161 | 2020 |
| Shear wave velocity and stiffness of sand: the role of non-plastic fines J Yang, X Liu Géotechnique 66 (6), 500-514, 2016 | 157 | 2016 |
| Bender element tests in dry and saturated sand: Signal interpretation and result comparison X Gu, J Yang, M Huang, G Gao Soils and Foundations 55 (5), 951-962, 2015 | 155 | 2015 |
