Experimental investigation of creep behavior of salt rock C Yang, JJK Daemen, JH Yin International Journal of Rock Mechanics and Mining Sciences 36 (2), 233-242, 1999 | 435 | 1999 |
Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of clays JH Yin, J Graham Canadian geotechnical journal 26 (2), 199-209, 1989 | 422 | 1989 |
Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress–strain behaviour of clays JH Yin, J Graham Canadian Geotechnical Journal 31 (1), 42-52, 1994 | 350 | 1994 |
A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification JH Yin, JG Zhu, J Graham Canadian Geotechnical Journal 39 (1), 157-173, 2002 | 299 | 2002 |
Elastic viscoplastic modelling of the time-dependent stress-strain behaviour of soils JH Yin, J Graham Canadian geotechnical journal 36 (4), 736-745, 1999 | 288 | 1999 |
A simplified method for analysis of a piled embankment reinforced with geosynthetics SW Abusharar, JJ Zheng, BG Chen, JH Yin Geotextiles and Geomembranes 27 (1), 39-52, 2009 | 271 | 2009 |
Fundamentals of geosynthetic engineering SK Shukla, JH Yin CRC Press, 2006 | 270 | 2006 |
Non-linear creep of soils in oedometer tests JH Yin Geotechnique 49 (5), 699-707, 1999 | 268 | 1999 |
Slope stability analysis with nonlinear failure criterion XL Yang, JH Yin Journal of Engineering Mechanics 130 (3), 267-273, 2004 | 257 | 2004 |
A three-dimensional slope stability analysis method using the upper bound theorem: Part I: Theory and methods Z Chen, X Wang, C Haberfield, JH Yin, Y Wang International Journal of Rock Mechanics and Mining Sciences 38 (3), 369-378, 2001 | 250 | 2001 |
Elastic visco-plastic modelling of one-dimensional consolidation JH Yin, J Graham Geotechnique 46 (3), 515-527, 1996 | 246 | 1996 |
Dynamic analysis and numerical modeling of the 2015 catastrophic landslide of the construction waste landfill at Guangming, Shenzhen, China C Ouyang, K Zhou, Q Xu, J Yin, D Peng, D Wang, W Li Landslides 14, 705-718, 2017 | 209 | 2017 |
Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion XL Yang, JH Yin International journal of rock mechanics and mining sciences 42 (4), 550-560, 2005 | 209 | 2005 |
Comparison of interface shear strength of soil nails measured by both direct shear box tests and pullout tests LM Chu, JH Yin Journal of geotechnical and geoenvironmental engineering 131 (9), 1097-1107, 2005 | 172 | 2005 |
Properties and behaviour of Hong Kong marine deposits with different clay contents JH Yin Canadian Geotechnical Journal 36 (6), 1085-1095, 1999 | 165 | 1999 |
Influence of grouting pressure and overburden stress on the interface resistance of a soil nail JH Yin, WH Zhou Journal of Geotechnical and Geoenvironmental Engineering 135 (9), 1198-1208, 2009 | 163 | 2009 |
Influence of nonassociativity on the bearing capacity of a strip footing JH Yin, YJ Wang, APS Selvadurai Journal of geotechnical and geoenvironmental engineering 127 (11), 985-989, 2001 | 151 | 2001 |
Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay JG Zhu, JH Yin Canadian Geotechnical Journal 37 (6), 1272-1282, 2000 | 150 | 2000 |
Seismic and static stability analysis for rock slopes by a kinematical approach XL Yang, L Li, JH Yin Geotechnique 54 (8), 543-549, 2004 | 148 | 2004 |
A three-dimensional slope stability analysis method using the upper bound theorem Part II: numerical approaches, applications and extensions Z Chen, J Wang, Y Wang, JH Yin, C Haberfield International Journal of Rock Mechanics and Mining Sciences 38 (3), 379-397, 2001 | 146 | 2001 |