| The Cam-clay models revised by the SMP criterion H Matsuoka, Y Yao, DA SUN Soils and Foundations 39 (1), 81-95, 1999 | 299 | 1999 |
| Collapse behaviour of unsaturated compacted soil with different initial densities D Sun, D Sheng, Y Xu Canadian Geotechnical Journal 44 (6), 673-686, 2007 | 280 | 2007 |
| A unified constitutive model for both clay and sand with hardening parameter independent on stress path YP Yao, DA Sun, H Matsuoka Computers and Geotechnics 35 (2), 210-222, 2008 | 269 | 2008 |
| Elastoplastic modelling of hydraulic and stress–strain behaviour of unsaturated soils D Sun, D Sheng, SW Sloan Mechanics of Materials 39 (3), 212-221, 2007 | 241 | 2007 |
| A density‐dependent elastoplastic hydro‐mechanical model for unsaturated compacted soils DA Sun, DC Sheng, HB Cui, SW Sloan International journal for numerical and analytical methods in geomechanics …, 2007 | 191 | 2007 |
| Swelling of compacted sand–bentonite mixtures D Sun, H Cui, W Sun Applied Clay Science 43 (3-4), 485-492, 2009 | 176 | 2009 |
| Application of Lade's criterion to Cam-clay model YP Yao, DA Sun Journal of engineering mechanics 126 (1), 112-119, 2000 | 156 | 2000 |
| A critical state model for sands dependent on stress and density YP Yao, DA Sun, T Luo International Journal for Numerical and Analytical Methods in Geomechanics …, 2004 | 152 | 2004 |
| Stress–strain behaviour of unsaturated soil in true triaxial tests H Matsuoka, D Sun, A Kogane, N Fukuzawa, W Ichihara Canadian Geotechnical Journal 39 (3), 608-619, 2002 | 135 | 2002 |
| Collapse behavior of compacted clays in suction-controlled triaxial tests DA Sun, H Matsuoka, YF Xu Geotechnical Testing Journal 27 (4), 362-370, 2004 | 127 | 2004 |
| An elasto-plastic model for unsaturated soil in three-dimensional stresses DA Sun, H Matsuoka, Y YAO, W Ichihara Soils and foundations 40 (3), 17-28, 2000 | 127 | 2000 |
| Swelling characteristics of fractal-textured bentonite and its mixtures YF Xu, H Matsuoka, DA Sun Applied Clay Science 22 (4), 197-209, 2003 | 126 | 2003 |
| Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay L Li, J Li, D Sun Computers and Geotechnics 73, 83-90, 2016 | 124 | 2016 |
| Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands H Matsuoka, DA Sun Soils and Foundations 35 (4), 63-72, 1995 | 113 | 1995 |
| Analytical solution to one-dimensional consolidation in unsaturated soils A Qin, G Chen, Y Tan, D Sun Applied mathematics and mechanics 29, 1329-1340, 2008 | 112 | 2008 |
| Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions DA Sun, D Sheng, L Xiang, SW Sloan Computers and Geotechnics 35 (6), 845-852, 2008 | 110 | 2008 |
| Analytical solution to one-dimensional consolidation in unsaturated soils under loading varying exponentially with time A Qin, D Sun, Y Tan Computers and Geotechnics 37 (1-2), 233-238, 2010 | 106 | 2010 |
| Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range Y Gao, D Sun, Z Zhu, Y Xu Acta geotechnica 14, 417-428, 2019 | 104 | 2019 |
| Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation D Sun, W Sun, L Xiang Computers and Geotechnics 37 (5), 678-688, 2010 | 101 | 2010 |
| Soil-water retention behavior of compacted soil with different densities over a wide suction range and its prediction Y Gao Computers and Geotechnics 91, 17-26, 2017 | 95 | 2017 |
Daichao ShengUniversity of Technology Sydney在 uts.edu.au 的电子邮件经过验证
