Probabilistic slope stability analysis: state-of-the-art review and future prospects

R Chakraborty, A Dey - Innovative Infrastructure Solutions, 2022 - Springer
Conventionally adopted deterministic slope stability analyses do not consider the influence
of uncertainties related to geotechnical properties as well as failure mechanism in slope …

Sample-wised probabilistic stability analysis of circular shafts using the atom search optimization-based artificial neural network

T Zhang, L An, D Dias, J Baroth, C Li - Engineering Structures, 2023 - Elsevier
Circular shafts are widely concerned in the construction of urban underground
infrastructures and their stability is essential. Uncertainties and randomness in soil …

Slope Stability Prediction Using k-NN-Based Optimum-Path Forest Approach

L Liu, G Zhao, W Liang - Mathematics, 2023 - mdpi.com
Slope instability can lead to catastrophic consequences. However, predicting slope stability
effectively is still challenging because of the complex mechanisms and multiple influencing …

Development of fragility functions for slope instability analysis: fragility functions for slope instability analysis

XZ Wu - Landslides, 2015 - Springer
This paper presents a methodology for constructing fragility functions to characterise slope
stability under a range of catastrophic earthquakes and rainfalls. The procedures for creating …

Improved knowledge-based clustered partitioning approach and its application to slope reliability analysis

XS Tang, DQ Li, YF Chen, CB Zhou… - Computers and …, 2012 - Elsevier
A knowledge-based clustered partitioning (KCP) approach is improved to determine the
reliability index and probability of failure of a rock slope. The Nataf transformation is adopted …

Risk assessment in geotechnical engineering: stability analysis of highly variable soils

DV Griffiths, J Huang, GA Fenton - … Engineering State of the Art and …, 2012 - ascelibrary.org
The paper will review the state-of-the-art in the use of finite element methods for modeling
geotechnical engineering problems involving non-typical geometries and highly variable …

Probabilistic analysis of slopes with linearly increasing undrained shear strength using RLEM approach

S Javankhoshdel, B Cami, RJ Chenari… - Transportation …, 2021 - Springer
Shear strength parameters in naturally alluvial deposits bear variation with depth (non-
stationarity). Probabilistic analysis of simple slopes with linearly increasing (mean) …

A reliability-based approach to evaluating the stability of high rockfill dams using a nonlinear shear strength criterion

ZY Wu, YL Li, JK Chen, H Zhang, L Pei - Computers and Geotechnics, 2013 - Elsevier
In recent years, many high rockfill dams have been constructed in China for the purpose of
hydropower generation. One of the critical aspects of rockfill dam design is the analysis of …

Probabilistic HM failure envelopes of strip foundations on spatially variable soil

A Hentati, M Selmi, T Kormi, NBH Ali - Computers and Geotechnics, 2018 - Elsevier
The bearing capacity of offshore foundations, subject to combinations of vertical, horizontal
and moment loading, is generally defined through failure envelopes. These envelopes are …

Implementing statistical fitting and reliability analysis for geotechnical engineering problems in R

XZ Wu - Georisk: Assessment and Management of Risk for …, 2017 - Taylor & Francis
Reliability analysis and multivariate statistical fitting are valuable techniques that enhance
the scientific basis of regulatory decisions in geotechnical problems. This study introduces …