| Dilatancy for cohesionless soils XS Li, YF Dafalias Géotechnique 50 (4), 449-460, 2000 | 1113 | 2000 |
| Linear representation of steady-state line for sand XS Li, Y Wang Journal of geotechnical and geoenvironmental engineering 124 (12), 1215-1217, 1998 | 548 | 1998 |
| Anisotropic critical state theory: role of fabric XS Li, YF Dafalias Journal of engineering mechanics 138 (3), 263-275, 2012 | 498 | 2012 |
| Sand plasticity model accounting for inherent fabric anisotropy YF Dafalias, AG Papadimitriou, XS Li Journal of engineering mechanics 130 (11), 1319-1333, 2004 | 351 | 2004 |
| Quantifying and modelling fabric anisotropy of granular soils ZX Yang, XS Li, J Yang Géotechnique 58 (4), 237-248, 2008 | 328 | 2008 |
| Constitutive modeling of inherently anisotropic sand behavior XS Li, YF Dafalias Journal of Geotechnical and Geoenvironmental Engineering 128 (10), 868-880, 2002 | 314 | 2002 |
| A sand model with state-dapendent dilatancy XS Li Géotechnique 52 (3), 173-186, 2002 | 281 | 2002 |
| State-dependant dilatancy in critical-state constitutive modelling of sand XS Li, YF Dafalias, ZL Wang Canadian Geotechnical Journal 36 (4), 599-611, 1999 | 267 | 1999 |
| Undrained anisotropy and rotational shear in granular soil ZX Yang, XS Li, J Yang Géotechnique 57 (4), 371-384, 2007 | 266 | 2007 |
| Micro-macro quantification of the internal structure of granular materials X Li, XS Li Journal of engineering mechanics 135 (7), 641-656, 2009 | 230 | 2009 |
| A constitutive framework for anisotropic sand including non-proportional loading XS Li, YF Dafalias Géotechnique 54 (1), 41-55, 2004 | 228 | 2004 |
| A critical state sand plasticity model accounting for fabric evolution Z Gao, J Zhao, XS Li, YF Dafalias International journal for numerical and analytical methods in geomechanics …, 2014 | 223 | 2014 |
| Modelling of hysteresis response for arbitrary wetting/drying paths XS Li Computers and Geotechnics 32 (2), 133-137, 2005 | 187 | 2005 |
| State pressure index for modeling sand behavior ZL Wang, YF Dafalias, XS Li, FI Makdisi Journal of geotechnical and geoenvironmental engineering 128 (6), 511-519, 2002 | 177 | 2002 |
| SUMDES: A nonlinear procedure for response analysis of horizontally-layered sites subjected to multi-directional earthquake loading XS Li, ZL Wang, CK Shen Department of Civil Engineering, University of California, Davis, 86, 1992 | 177 | 1992 |
| 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 |
| Noncoaxial behavior of sand under various stress paths Y Cai, HS Yu, D Wanatowski, X Li Journal of Geotechnical and Geoenvironmental Engineering 139 (8), 1381-1395, 2013 | 133 | 2013 |
| Thermodynamics-based constitutive framework for unsaturated soils. 1: Theory XS Li Géotechnique 57 (5), 411-422, 2007 | 117 | 2007 |
| Macro–micro relations in granular mechanics X Li, HS Yu, XS Li International Journal of Solids and Structures 46 (25-26), 4331-4341, 2009 | 114 | 2009 |
| Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquakes CWW Ng, XS Li, PA Van Laak, DYJ Hou Soil Dynamics and Earthquake Engineering 24 (4), 305-318, 2004 | 112 | 2004 |
Jun Yang (J Yang)Professor of Civil Engineering, The University of Hong KongVerified email at hku.hk
