| Equivalent compression curve for clay–sand mixtures using equivalent void-ratio concept Y Zeng, X Shi, W Chen, W Feng International Journal of Geomechanics 23 (2), 06022039, 2023 | 12 | 2023 |
| Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept XS Shi, Y Zeng, C Shi, Z Ma, W Chen Acta Geotechnica 17 (9), 3839-3854, 2022 | 9 | 2022 |
| DEM investigation of the effect of coarse content and size ratio on the local shear behavior at gap-graded soil-structure interface J Xu, J Liu, X Shi, F Ji, Y Zeng Powder Technology 433, 119281, 2024 | 5 | 2024 |
| Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept Y Zeng, X Shi, J Zhao, X Bian, J Liu Acta Geotechnica, 1-14, 2024 | 4 | 2024 |
| Elastoplastic modeling of sandy clays based on equivalent void ratio concept Y Zeng, X Shi, H Xiong, W Chen, X Bian International Journal of Geomechanics 23 (8), 04023123, 2023 | 4 | 2023 |
| Estimating the thermal conductivity of granular soils based on a simplified homogenization method J Lin, X Shi, Y Zeng, Y Nie, J Liu Cold Regions Science and Technology 211, 103855, 2023 | 3 | 2023 |
| Practical estimation of the thermal conductivity of granular soils considering grading and relative density using three physical parameters X Shi, J Lin, H Xiong, J Liu, Y Zeng Acta Geotechnica, 1-21, 2024 | | 2024 |
| Modeling the Compression Behavior of Dredged Sandy Clays Considering the Effect of Initial Water Contents and Sand Fractions J Yang, Y Zeng, X Sun, J Weng Advances in Civil Engineering 2023 (1), 5546657, 2023 | | 2023 |
