[1] Liu X., Ding L.*, Zhu N., Wang Z., Xiao C., Du N.. Determining the optimal vegetation distribution for preventing hydraulic erosion by overland flow: experimental investigation and theoretical model. Soil & Tillage Research, , , Under review.

[2] Xiao C., Yin J., Ding L.*, Cui X.. A dynamic response model of subgrade vibratory compaction considering nonlinear plastic deformation of soil and jump vibration of drum. International Journal of Geomechanics, 2025, https://doi.org/10.1061/IJGNAI/GMENG-11496, .

[3] Han H., Xiao C.*, Zhu N., Ding L.. Effect of temperature on geogrid-soil interface performance based on pullout test. Geosynthetics International, 2025, https://doi.org/10.1680/jgein.24.00136, .

[4] Xiao C., Han H.*, Ding L.*, Gao S. Prediction on lateral deformation of GRS walls using a creep-temperature coupled constitutive model of geosynthetics. Acta Geotechnica, 2025, 20(2), 891-913.

[5] Xiao C., Meng X.*, Gao S., Ding L. Upper bound analysis for internal stability of tiered geosynthetic-reinforced soil wall. Journal of Rock Mechanics and Geotechnical Engineering, 2025, 17(1), 556-572.

[6] Ding L., Xiao C.*, Cui F. Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(2), 711-725.

[7] Ding L., Cui F., Xiao C.*. Numerical simulation of the performance of GRS walls considering freeze-thaw cycles. Geosynthetics International, 2024, 31(3), 296-313.

[8] Ding L., Liu J., Zhou T., Xiao C.*, Li H. Determining performance of two-tiered GRS walls subjected to traffic cyclic loading. Geosynthetics International, 2024, 31(2), 203-220.

[9] Xiao C., Liu X., Ding* L., Zhu N., Wang Z.. Effects of different spatial distributions of vegetation on the hydraulic characteristics of overland flow. Hydrological Processes, 2024, 38(12), e70016.

[10] Guo L., Chen G., Ding L.*, Zheng L., Gao J. Numerical simulation of full desiccation process of clayey soils using an extended DDA model with soil suction consideration. Computers and Geotechnics, 2023, 153(1), 105107.