Chuanxun Li 
- (2023): Analytical solutions for one-dimensional nonlinear large strain consolidation of soft soils with high compressibility under a multi-stage loading. In: European Journal of Environmental and Civil Engineering, v. 28, n. 8 (Dezember 2023).
- (2024): Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow Considering Variable Well Resistance and Vacuum Pressure. In: International Journal of Geomechanics, v. 24, n. 2 (Februar 2024).
- (2023): An analytical solution for the consolidation of a composite foundation reinforced by vertical drains and high replacement ratio gravel piles by considering the radial flow within gravel piles. In: Soils and Foundations, v. 63, n. 6 (Dezember 2023).
- (2023): Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary. In: International Journal of Geomechanics, v. 23, n. 4 (April 2023).
- (2023): Nonlinear Consolidation Analysis of Soft Soils with Vertical Drains Considering Variable Well Resistance with Time and Depth under Multistage Loading. In: International Journal of Geomechanics, v. 23, n. 4 (April 2023).
- (2018): Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018).
- (2020): Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading. In: International Journal of Geomechanics, v. 20, n. 11 (November 2020).
- (2020): Analytical solutions for consolidation of composite ground improved by composite columns with circular and non-circular cross sections. In: European Journal of Environmental and Civil Engineering, v. 26, n. 7 (Juli 2020).
- (2018): One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient. In: Advances in Civil Engineering, v. 2018 ( 2018).
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