A. J. Li
- Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods. Dans: Soil Mechanics and Foundation Engineering, v. 60, n. 4 (septembre 2023). (2023):
- Trench Stability under Bentonite Pressure in Purely Cohesive Clay. Dans: International Journal of Geomechanics, v. 14, n. 1 (février 2014). (2014):
- Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods. Dans: International Journal of Geomechanics, v. 15, n. 3 (juin 2015). (2015):
- Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay. Dans: International Journal of Geomechanics, v. 16, n. 2 (avril 2016). (2016):
- Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods. Dans: International Journal of Geomechanics, v. 17, n. 2 (février 2017). (2017):
- Mean Parametric Monte Carlo Study of Fill Slopes. Dans: International Journal of Geomechanics, v. 17, n. 4 (avril 2017). (2017):
- An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods. Dans: Soils and Foundations, v. 59, n. 2 (avril 2019). (2019):
- Rock slope stability analyses using extreme learning neural network and terminal steepest descent algorithm. Dans: Automation in Construction, v. 65 (mai 2016). (2016):