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 …

Regional seismic risk and resilience assessment: Methodological development, applicability, and future research needs–An earthquake engineering perspective

A Du, X Wang, Y Xie, Y Dong - Reliability Engineering & System Safety, 2023 - Elsevier
Given the devastating losses incurred by past major earthquake events together with the
ever-increasing global seismic exposures due to population growth and urbanization …

[HTML][HTML] Landslide identification using machine learning

H Wang, L Zhang, K Yin, H Luo, J Li - Geoscience Frontiers, 2021 - Elsevier
Landslide identification is critical for risk assessment and mitigation. This paper proposes a
novel machine-learning and deep-learning method to identify natural-terrain landslides …

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 …

Probabilistic stability analysis of earth dam slope under transient seepage using multivariate adaptive regression splines

L Wang, C Wu, X Gu, H Liu, G Mei, W Zhang - Bulletin of Engineering …, 2020 - Springer
Earth dams are widespread throughout the world and their safety has gained increasing
concern from geotechnical engineering societies. Although probabilistic stability analysis …

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 …

[HTML][HTML] Modeling shallow landslides and root reinforcement: A review

I Murgia, F Giadrossich, Z Mao, D Cohen… - Ecological …, 2022 - Elsevier
Abstract Slope Stability Models (SSMs) are valuable tools used as decision support in land
management to mitigate catastrophic effects caused by rainfall-induced shallow landslides …

Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes

DQ Li, XH Qi, KK Phoon, LM Zhang, CB Zhou - Structural safety, 2014 - Elsevier
This paper studies the reliability of infinite slopes in the presence of spatially variable shear
strength parameters that increase linearly with depth. The mean trend of the shear strength …

Copula-based approaches for evaluating slope reliability under incomplete probability information

XS Tang, DQ Li, CB Zhou, KK Phoon - Structural Safety, 2015 - Elsevier
Slope reliability under incomplete probability information is a challenging problem. In this
study, three copula-based approaches are proposed to evaluate slope reliability under …

Probabilistic stability analysis of rainfall-induced landslides considering spatial variability of permeability

SE Cho - Engineering Geology, 2014 - Elsevier
Many regions around the world are vulnerable to rainfall-induced landslides. A variety of
methods have been proposed for revealing the mechanism of landslide initiation. Current …