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