[HTML][HTML] Application of soft computing techniques for shallow foundation reliability in geotechnical engineering

R Ray, D Kumar, P Samui, LB Roy, ATC Goh… - Geoscience …, 2021 - Elsevier
This research focuses on the application of three soft computing techniques including
Minimax Probability Machine Regression (MPMR), Particle Swarm Optimization based …

Back analysis of slope failure with Markov chain Monte Carlo simulation

LL Zhang, J Zhang, LM Zhang, WH Tang - Computers and Geotechnics, 2010 - Elsevier
Field observed performance of slopes can be used to back calculate input parameters of soil
properties and evaluate uncertainty of a slope stability analysis model. In this paper, a new …

Rainfall-induced soil slope failure

L Zhang, J Li, X Li, J Zhang… - Florida: Taylor&Francis …, 2016 - api.taylorfrancis.com
Rainfall-induced landslides pose a significant threat to the public safety in many parts of the
world especially in tropical or subtropical mountainous areas. The research field of …

[HTML][HTML] Reliability analysis of reinforced soil slope stability using GA-ANFIS, RFC, and GMDH soft computing techniques

R Ray, SS Choudhary, LB Roy, MR Kaloop… - Case Studies in …, 2023 - Elsevier
Soil is a heterogeneous medium, the characteristics that determine soil slope stability are
highly variable, making the analysis a difficult task. The present research approach is …

Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM

S Javankhoshdel, N Luo, RJ Bathurst - Georisk: Assessment and …, 2017 - Taylor & Francis
The 2D random finite element method and the one-dimensional and 2D random limit
equilibrium method are used to investigate the influence of spatial variability of soil strength …

Reliability analysis of pile foundation using soft computing techniques: a comparative study

M Kumar, A Bardhan, P Samui, JW Hu, MR Kaloop - Processes, 2021 - mdpi.com
Uncertainty and variability are inherent to pile design and consequently, there have been
considerable researches in quantifying the reliability or probability of failure of structures …

Probabilistic stability analysis of simple reinforced slopes by finite element method

N Luo, RJ Bathurst, S Javankhoshdel - Computers and Geotechnics, 2016 - Elsevier
Probabilistic slope stability analyses of simple geosynthetic reinforced soil slopes were
carried out using the shear strength reduction method in combination with the finite element …

[HTML][HTML] Trivariate analysis of soil ranking-correlated characteristics and its application to probabilistic stability assessments in geotechnical engineering problems

XZ Wu - Soils and Foundations, 2013 - Elsevier
An important issue in the probabilistic prediction modelling of multivariate soil properties
(usually including cohesion, friction angle, and unit weight) is the measurement of …

Influence of cross correlation between soil parameters on probability of failure of simple cohesive and c- slopes

S Javankhoshdel, RJ Bathurst - Canadian Geotechnical …, 2016 - cdnsciencepub.com
This paper focuses on the calculation of probability of failure of simple unreinforced slopes
and the influence of the magnitude of cross correlation between soil parameters on …

Analysis of Twin Large Circular Footings on a Geocell-Reinforced Bed Using Response Surface Method

M Ghazavi, N Valinezhad Torghabeh… - International Journal …, 2024 - ascelibrary.org
The pressure-settlement response and failure mechanism behavior of two interacting rigid
rough identical footings resting on geocell-reinforced sand is investigated using finite …