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