| A three-dimensional discrete element model using arrays of ellipsoids X Lin, TT Ng Geotechnique 47 (2), 319-329, 1997 | 461 | 1997 |
| Contact detection algorithms for three‐dimensional ellipsoids in discrete element modelling X Lin, TT Ng International Journal for Numerical and Analytical Methods in Geomechanics …, 1995 | 277 | 1995 |
| Input parameters of discrete element methods TT Ng Journal of Engineering Mechanics 132 (7), 723-729, 2006 | 170 | 2006 |
| Numerical simulations of monotonic and cyclic loading of granular soil TT Ng, R Dobry Journal of Geotechnical Engineering 120 (2), 388-403, 1994 | 166 | 1994 |
| Numerical simulations of granular soil using elliptical particles TT Ng Computers and geotechnics 16 (2), 153-169, 1994 | 158 | 1994 |
| Discrete modelling of stress‐strain behaviour of granular media at small and large strains R Dobry, AND Tang‐Tat Ng Engineering computations 9 (2), 129-143, 1992 | 158 | 1992 |
| Particle shape effect on macro‐and micro‐behaviors of monodisperse ellipsoids TT Ng International journal for numerical and analytical methods in geomechanics …, 2009 | 107 | 2009 |
| Triaxial test simulations with discrete element method and hydrostatic boundaries TT Ng Journal of engineering mechanics 130 (10), 1188-1194, 2004 | 85 | 2004 |
| Macro-and micro-behaviors of granular materials under different sample preparation methods and stress paths TT Ng International Journal of Solids and Structures 41 (21), 5871-5884, 2004 | 84 | 2004 |
| Shear strength of assemblies of ellipsoidal particles TT Ng Geotechnique 54 (10), 659-669, 2004 | 79 | 2004 |
| Fabric evolution of ellipsoidal arrays with different particle shapes TT Ng Journal of engineering mechanics 127 (10), 994-999, 2001 | 69 | 2001 |
| Discrete element method simulations of the critical state of a granular material TT Ng International Journal of Geomechanics 9 (5), 209-216, 2009 | 63 | 2009 |
| A non‐linear numerical model for soil mechanics TT Ng, R Dobry International Journal for Numerical and Analytical Methods in Geomechanics …, 1992 | 61 | 1992 |
| Microscopic modeling of the creep behavior of rockfills with a delayed particle breakage model G Ma, W Zhou, TT Ng, YG Cheng, XL Chang Acta Geotechnica 10, 481-496, 2015 | 58 | 2015 |
| Effect of particle shape and fine content on the behavior of binary mixture TT Ng, W Zhou, XL Chang Journal of Engineering Mechanics 143 (1), C4016008, 2017 | 56 | 2017 |
| Macroscopic and microscopic behaviors of binary mixtures of different particle shapes and particle sizes TT Ng, W Zhou, G Ma, XL Chang International Journal of Solids and Structures 135, 74-84, 2018 | 54 | 2018 |
| Numerical simulation of granular soil under monotonic and cyclic loading: A particulate mechanics approach TTP Ng Rensselaer Polytechnic Institute, 1989 | 54 | 1989 |
| Undrained behavior of binary granular mixtures with different fines contents W Zhou, W Wu, G Ma, T Ng, X Chang Powder technology 340, 139-153, 2018 | 51 | 2018 |
| General model for contact law between two rough spheres R Dobry, TT Ng, E Petrakis, A Seridi Journal of engineering Mechanics 117 (6), 1365-1381, 1991 | 51 | 1991 |
| Behavior of gravity deposited granular material under different stress paths TT Ng Canadian Geotechnical Journal 42 (6), 1644-1655, 2005 | 49 | 2005 |
