Xiao-Hui Qi
- 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):
- Detection of Stationary Markovian Zones in a Geologically Heterogeneous Area. Dans: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 3, n. 4 (décembre 2017). (2017):
- Two-stage dimension reduction method for meta-model based slope reliability analysis in spatially variable soils. Dans: Structural Safety, v. 81 (novembre 2019). (2019):
- Estimation of autocorrelation distances for in-situ geotechnical properties using limited data. Dans: Structural Safety, v. 79 (juillet 2019). (2019):
- Root Cohesion Estimation of Riparian Trees Based on Model Uncertainty Characterization. Dans: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 2 (février 2019). (2019):
- Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes. Dans: Structural Safety, v. 49 (juillet 2014). (2014):