- A probabilistic approach for performance-based assessment of highway bridges under post-earthquake induced landslides. Dans: Soil Dynamics and Earthquake Engineering, v. 155 (avril 2022). (2022):
- Optimisation on plane arrangement of stabilising piles subjected to spatial distributed lateral load in landslides with multilayer sliding masses. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 9 (décembre 2020). (2020):
- Estimation of geological strength index through a Bayesian sequential updating approach integrating multi-source information. Dans: Tunnelling and Underground Space Technology, v. 102 (août 2020). (2020):
- Influence of Composite Elastic Modulus and Lateral Load Pattern on Deflection of Anti-slide Pile Head. Dans: Journal of Civil Engineering and Management, v. 22, n. 3 (mars 2016). (2016):
- A Novel Approach for Determining Pile Spacing considering Interactions among Multilayered Sliding Masses in Colluvial Landslides. Dans: KSCE Journal of Civil Engineering, v. 23, n. 9 (août 2019). (2019):
- Stability evaluation of multilayer slopes considering runoff in the saturated zone under rainfall. Dans: European Journal of Environmental and Civil Engineering, v. 25, n. 9 (avril 2019). (2019):
- Numerical modelling study of the load sharing law of anti-sliding piles based on the soil arching effect for Erliban landslide, China. Dans: KSCE Journal of Civil Engineering, v. 17, n. 6 (août 2013). (2013):
- Influence of isosceles trapezoid cross-section on the reinforcement effect of stabilizing piles. Dans: KSCE Journal of Civil Engineering, v. 20, n. 7 (janvier 2016). (2016):
- Optimal isosceles trapezoid cross section of laterally loaded piles based on friction soil arching. Dans: KSCE Journal of Civil Engineering, v. 21, n. 7 (mai 2017). (2017):