| UH model: three-dimensional unified hardening model for overconsolidated clays YP Yao, W Hou, AN Zhou Geotechnique 59 (5), 451-469, 2009 | 521 | 2009 |
| The Cam-clay models revised by the SMP criterion H Matsuoka, Y Yao, D SUN Soils and foundations 39 (1), 81-95, 1999 | 298 | 1999 |
| 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 |
| Generalized non-linear strength theory and transformed stress space Y Yao, D Lu, A Zhou, B Zou Science in China Series E: Technological Sciences 47, 691-709, 2004 | 242 | 2004 |
| A generalized anisotropic failure criterion for geomaterials Z Gao, J Zhao, Y Yao International Journal of Solids and Structures 47 (22-23), 3166-3185, 2010 | 227 | 2010 |
| Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays YP Yao, AN Zhou Géotechnique 63 (15), 1328-1345, 2013 | 192 | 2013 |
| Application of Lade's criterion to Cam-clay model YP Yao, DA Sun Journal of engineering mechanics 126 (1), 112-119, 2000 | 153 | 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 |
| Machine learning for pore-water pressure time-series prediction: Application of recurrent neural networks X Wei, L Zhang, HQ Yang, L Zhang, YP Yao Geoscience Frontiers 12 (1), 453-467, 2021 | 149 | 2021 |
| Constitutive model considering sand crushing YP Yao, H Yamamoto, ND Wang Soils and foundations 48 (4), 603-608, 2008 | 148 | 2008 |
| Canopy effect caused by vapour transfer in covered freezing soils S Zhang, J Teng, Z He, Y Liu, S Liang, Y Yao, D Sheng Géotechnique 66 (11), 927-940, 2016 | 128 | 2016 |
| An elasto-plastic model for unsaturated soil in three-dimensional stresses SUN DE'AN, H Matsuoka, Y YAO, W Ichihara Soils and foundations 40 (3), 17-28, 2000 | 127 | 2000 |
| Modified UH model: constitutive modeling of overconsolidated clays based on a parabolic Hvorslev envelope Y Yao, Z Gao, J Zhao, Z Wan Journal of Geotechnical and Geoenvironmental Engineering 138 (7), 860-868, 2012 | 124 | 2012 |
| Time-dependent unified hardening model: three-dimensional elastoviscoplastic constitutive model for clays YP Yao, LM Kong, AN Zhou, JH Yin Journal of Engineering Mechanics 141 (6), 04014162, 2015 | 112 | 2015 |
| Unified hardening (UH) model for clays and sands YP Yao, L Liu, T Luo, Y Tian, JM Zhang Computers and Geotechnics 110, 326-343, 2019 | 105 | 2019 |
| Extended transformed stress space for geomaterials and its application YP Yao, AN Zhou, DC Lu Journal of engineering mechanics 133 (10), 1115-1123, 2007 | 104 | 2007 |
| Transformed stress method for generalizing soil constitutive models YP Yao, ND Wang Journal of Engineering Mechanics 140 (3), 614-629, 2014 | 98 | 2014 |
| Extended UH model: Three-dimensional unified hardening model for anisotropic clays YP Yao, YX Kong Journal of Engineering Mechanics 138 (7), 853-866, 2012 | 94 | 2012 |
| An elastic-viscous-plastic model for overconsolidated clays YP Yao, LM Kong, J Hu Science China Technological Sciences 56, 441-457, 2013 | 73 | 2013 |
| A volume–stress model for sands under isotropic and critical stress states D Sheng, Y Yao, JP Carter Canadian Geotechnical Journal 45 (11), 1639-1645, 2008 | 73 | 2008 |
De'an SunProfessor, Department of Civil Engineering, Shanghai UniversityDirección de correo verificada de shu.edu.cn
