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 …

Advances in Gaussian random field generation: a review

Y Liu, J Li, S Sun, B Yu - Computational Geosciences, 2019 - Springer
Gaussian (normal) distribution is a basic continuous probability distribution in statistics, it
plays a substantial role in scientific and engineering problems that related to stochastic …

Bayesian perspective on geotechnical variability and site characterization

Y Wang, Z Cao, D Li - Engineering Geology, 2016 - Elsevier
Geotechnical characterization of a project site for engineering applications is indispensable
in engineering geology and geotechnical engineering, and there are many unavoidable …

Quantification of prior knowledge in geotechnical site characterization

Z Cao, Y Wang, D Li - Engineering Geology, 2016 - Elsevier
Geotechnical characterization of a project site often starts with desk-study and site
reconnaissance, which provide site information available prior to the project (eg, existing …

Three-dimensional slope reliability and risk assessment using auxiliary random finite element method

T Xiao, DQ Li, ZJ Cao, SK Au, KK Phoon - Computers and Geotechnics, 2016 - Elsevier
This paper aims to propose an auxiliary random finite element method (ARFEM) for efficient
three-dimensional (3-D) slope reliability analysis and risk assessment considering spatial …

Slope stability machine learning predictions on spatially variable random fields with and without factor of safety calculations

M Aminpour, R Alaie, S Khosravi, N Kardani… - Computers and …, 2023 - Elsevier
Abstract Random field Monte Carlo (MC) reliability analysis is a robust stochastic method to
determine the probability of failure. This method, however, requires a large number of …

Simulation of geologic uncertainty using coupled Markov chain

XH Qi, DQ Li, KK Phoon, ZJ Cao, XS Tang - Engineering geology, 2016 - Elsevier
Geological uncertainty appears in the form of one soil layer embedded in another or the
inclusion of pockets of different soil type within a more uniform soil mass. An efficient …

Evaluating slope stability uncertainty using coupled Markov chain

DQ Li, XH Qi, ZJ Cao, XS Tang, KK Phoon… - Computers and …, 2016 - Elsevier
Geological uncertainty appears in the form of one soil layer embedded in another or the
inclusion of pockets of different soil type within a more uniform soil mass. Uncertainty in …

Risk assessment of slope failure considering the variability in soil properties

H Cheng, J Chen, R Chen, G Chen, Y Zhong - Computers and Geotechnics, 2018 - Elsevier
To assess the risk of slope failure, this study employs a rigorous method that is referred to as
the random finite difference method (RFDM). The RFDM is capable of considering the …

Effects of sewage sludge ash and stone powder on the properties of a silt

AF Cabalar, MA Ibrahim, O Yildiz, A Yavuz - Construction and Building …, 2024 - Elsevier
This paper first ever investigates an extensive series of experimental studies on the
stabilization of silty soil by incorporating simultaneously two waste materials, which are …