| Modeling of minimum void ratio for granular soil with effect of particle size distribution CS Chang, Y Deng, Z Yang Journal of Engineering Mechanics 143 (9), 04017060, 2017 | 47 | 2017 |
| A nonlinear packing model for multi-sized particle mixtures CS Chang, Y Deng Powder technology 336, 449-464, 2018 | 41 | 2018 |
| A multi-variable equation for relationship between limiting void ratios of uniform sands and morphological characteristics of their particles CS Chang, Y Deng, M Meidani Engineering geology 237, 21-31, 2018 | 37 | 2018 |
| Experimental and numerical analysis of jacked piles during installation in sand J Zhou, Y Deng, J Ye Chinese Journal of Geotechnical Engineering 31 (4), 501-507, 2009 | 34 | 2009 |
| Exploring macro-and micro-scale responses of sand in direct shear tests by numerical simulations using non-circular particles DD Shi, J Zhou, WB Liu, YB Deng Chinese Journal of Geotechnical Engineering 32 (10), 1557-1565, 2010 | 32 | 2010 |
| DEM modelling of screw pile penetration in loose granular assemblies considering the effect of drilling velocity ratio D Shi, Y Yang, Y Deng, J Xue Granular Matter 21, 1-16, 2019 | 31 | 2019 |
| A particle packing model for sand–silt mixtures with the effect of dual-skeleton CS Chang, Y Deng Granular Matter 19 (4), 80, 2017 | 31 | 2017 |
| Coupling method of two-dimensional discontinuum–continuum based on contact between particle and element J Zhou, YB *Deng, MC Jia, JQ Wang Chinese Journal of geotechnical engineering 32 (10), 1479-1484, 2010 | 30 | 2010 |
| Influence of particle size on the drained shear behavior of a dense fluvial sand Y Deng, Y Yilmaz, A Gokce, CS Chang Acta Geotechnica 16 (7), 2071-2088, 2021 | 29 | 2021 |
| A compression model for sand–silt mixtures based on the concept of active and inactive voids CS Chang, M Meidani, Y Deng Acta Geotechnica 12, 1301-1317, 2017 | 28 | 2017 |
| Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content Y Yilmaz, Y Deng, CS Chang, A Gokce Géotechnique 73 (3), 202-217, 2023 | 27 | 2023 |
| On active and inactive voids and a compression model for granular soils M Meidani, CS Chang, Y Deng Engineering Geology 222, 156-167, 2017 | 27 | 2017 |
| PFC numerical simulation of augered piling of soil displacement screw piles Y Deng, J Zhou, W Liu, Z Liu, Z Li Chinese Journal of Geotechnical Engineering 33 (9), 1391-1398, 2011 | 25 | 2011 |
| DEM investigations of the effects of intermediate principal stress ratio and particle breakage on the critical state behaviors of granular soils DD Shi, D Cao, YB Deng, JF Xue Powder technology 379, 547-559, 2021 | 23 | 2021 |
| Environmental pollution and shipping feasibility of the Nicaragua Canal J Chen, X Zeng, Y Deng Marine Pollution Bulletin 113 (1-2), 87-93, 2016 | 16 | 2016 |
| Model test research on bearing capacity characteristics of underreamed ground anchor in sand G Guo, Z Liu, Y Deng Rock and Soil Mechanics 33 (12), 3645-3652, 2012 | 15 | 2012 |
| Revisiting the concept of inter-granular void ratio in view of particle packing theory CS Chang, Y Deng Géotechnique Letters 9 (2), 121-129, 2019 | 14 | 2019 |
| Packing potential index for binary mixtures of granular soil CS Chang, Y Deng Powder Technology, 2020 | 12 | 2020 |
| Construction technology and engineering applications of capsule-type under-reamed ground anchor LIU Zhong, GUO Gang, Y ZHANG, Y Deng, J LU Chinese Journal of Geotechnical Engineering 36 (S2), 205-211, 2014 | 12 | 2014 |
| Modeling for critical state line of granular soil with evolution of grain size distribution due to particle breakage CS Chang, Y Deng Geoscience Frontiers 11 (2), 473-486, 2020 | 11 | 2020 |
Ching S. ChangProfessor of Civil and Environmental Engineering, University of Massachusetts Amherst Verified email at ecs.umass.edu
