Gaoliang Tao 
- (2024): Triaxial Test and Discrete Element Numerical Simulation of Geogrid-Reinforced Clay Soil. In: Buildings, v. 14, n. 5 (24 April 2024).
- (2023): Fatigue characteristics of nano-SiO2 cemented soil under coupled effects of dry-wet cycle and seawater corrosion. In: Construction and Building Materials, v. 401 (October 2023).
- (2023): Permeability and Cracking of Compacted Clay Liner Improved by Nano-SiO2 and Sisal Fiber. In: KSCE Journal of Civil Engineering, v. 27, n. 12 (October 2023).
- (2023): Laboratory investigation of microstructure, strength and durability of cemented soil with Nano-SiO2 and basalt fibers in freshwater and seawater environments. In: Construction and Building Materials, v. 392 (August 2023).
- (2022): Corrosion Resistance and Compressive Strength of Cemented Soil Mixed with Nano-Silica in Simulated Seawater Environment. In: KSCE Journal of Civil Engineering, v. 27, n. 4 (August 2022).
- (2022): NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022).
- (2021): Chemical stabilization of calcareous sand by polyurethane foam adhesive. In: Construction and Building Materials, v. 295 (August 2021).
- (2021): Study on the Stability of Slopes Reinforced by Composite Vegetation Combined with a Geogrid under Rainfall Conditions. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2021): Effects of Contact Angle on the Hysteresis Effect of Soil-Water Characteristic Curves during Dry-Wet Cycles. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2021): Laboratory Investigation on Particle Breakage Characteristics of Calcareous Sands. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2020): Relationship between multifractal characteristics of particle-size distribution and hydraulic conductivity of unsaturated soils. In: European Journal of Environmental and Civil Engineering, v. 26, n. 8 (September 2020).
- (2019): Numerical Simulation and Microscopic Stress Mechanism for the Microscopic Pore Deformation during Soil Compression. In: Advances in Civil Engineering, v. 2019 ( 2019).
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