Zi-Jun Cao
- Efficient System Reliability Analysis of Slope Stability in Spatially Variable Soils Using Monte Carlo Simulation. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 141, n. 2 (Februar 2015). (2015):
- Geotechnical uncertainty, modeling, and decision making. In: Soils and Foundations, v. 62, n. 5 (Oktober 2022). (2022):
- Adaptive Monte Carlo Simulation Method and Its Applications to Reliability Analysis of Series Systems with a Large Number of Components. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 8, n. 1 (März 2022). (2022):
- Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth. In: Soils and Foundations, v. 55, n. 4 (August 2015). (2015):
- Probabilistic Characterization of Site-Specific Inherent Variability of Undrained Shear Strength Using Both Indirect and Direct Measurements. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 4, n. 1 (März 2018). (2018):
- Two-stage dimension reduction method for meta-model based slope reliability analysis in spatially variable soils. In: Structural Safety, v. 81 (November 2019). (2019):
- Revisiting statistical correlation between Mohr-Coulomb shear strength parameters of Hoek-Brown rock masses. In: Tunnelling and Underground Space Technology, v. 77 (Juli 2018). (2018):