[HTML][HTML] Geohazards in the three Gorges Reservoir Area, China–Lessons learned from decades of research

H Tang, J Wasowski, CH Juang - Engineering Geology, 2019 - Elsevier
The impoundment of the 660-km long reservoir behind the huge Three Gorges Dam, the
world's largest hydropower station, increased regional seismicity and reactivated severe …

[HTML][HTML] Geotechnical uncertainty, modeling, and decision making

KK Phoon, ZJ Cao, J Ji, YF Leung, S Najjar… - Soils and …, 2022 - Elsevier
Modeling only constitutes one aspect of decision making. The prevailing limitation of
applying modeling to practice is the absence of explicit consideration of uncertainties. This …

Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review

SH Jiang, J Huang, DV Griffiths, ZP Deng - Computers and Geotechnics, 2022 - Elsevier
Spatial variability of soil properties was rarely taken into account directly in traditional slope
stability analyses, rather some “average” or suitably “pessimistic” properties are assumed to …

Landslide prediction, monitoring and early warning: a concise review of state-of-the-art

BG Chae, HJ Park, F Catani, A Simoni, M Berti - Geosciences Journal, 2017 - Springer
Landslide is one of the repeated geological hazards during rainy season, which causes
fatalities, damage to property and economic losses in Korea. Landslides are responsible for …

A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties

DQ Li, SH Jiang, ZJ Cao, W Zhou, CB Zhou… - Engineering geology, 2015 - Elsevier
This paper proposes a multiple response-surface method for slope reliability analysis
considering spatially variable soil properties. The scales of fluctuation of soil shear strength …

Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo simulation

SH Jiang, DQ Li, ZJ Cao, CB Zhou… - Journal of Geotechnical …, 2015 - ascelibrary.org
Monte Carlo simulation (MCS) provides a conceptually simple and robust method to
evaluate the system reliability of slope stability, particularly in spatially variable soils …

Novel approach to efficient slope reliability analysis in spatially variable soils

ZZ Wang, SH Goh - Engineering Geology, 2021 - Elsevier
The random field finite element method (RF-FEM) provides a robust tool for carrying out
slope reliability analysis that incorporates the spatial variability of soil properties. However, it …

Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method

SH Jiang, DQ Li, LM Zhang, CB Zhou - Engineering geology, 2014 - Elsevier
This paper proposes a non-intrusive stochastic finite element method for slope reliability
analysis considering spatially variable shear strength parameters. The two-dimensional …

Response surface methods for slope reliability analysis: review and comparison

DQ Li, D Zheng, ZJ Cao, XS Tang, KK Phoon - Engineering Geology, 2016 - Elsevier
This paper reviews previous studies on developments and applications of response surface
methods (RSMs) in different slope reliability problems. Based on the review, four types of …

Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using Subset Simulation

DQ Li, T **ao, ZJ Cao, CB Zhou, LM Zhang - Landslides, 2016 - Springer
Random finite element method (RFEM) provides a rigorous tool to incorporate spatial
variability of soil properties into reliability analysis and risk assessment of slope stability …