[HTML][HTML] Improved prediction of slope stability using a hybrid stacking ensemble method based on finite element analysis and field data

N Kardani, A Zhou, M Nazem, SL Shen - Journal of Rock Mechanics and …, 2021 - Elsevier
Slope failures lead to catastrophic consequences in numerous countries and thus the
stability assessment for slopes is of high interest in geotechnical and geological engineering …

A novel Harris hawks' optimization and k-fold cross-validation predicting slope stability

H Moayedi, A Osouli, H Nguyen… - Engineering with …, 2021 - Springer
Stability of the soil slopes is one of the most challenging issues in civil engineering projects.
Due to the complexity and non-linearity of this threat, utilizing simple predictive models does …

Undrained stability of ring foundations: axisymmetry, anisotropy, and nonhomogeneity

S Keawsawasvong, J Shiau… - International Journal …, 2022 - ascelibrary.org
Ring foundations are widely used to support various types of offshore structures because of
the cost-effective reason. Unlike the traditional circular foundations, very few studies were …

Failure mechanism and bearing capacity of rigid footings placed on top of cohesive soil slopes in spatially random soil

H Zhou, Y Shi, X Yu, H Xu, G Zheng… - International Journal of …, 2023 - ascelibrary.org
This paper focuses on the bearing capacity of vertically loaded rigid footings adjacent to
slopes with spatially random soil by performing random adaptive finite-element limit …

Towards an improved analytical framework to estimate active earth pressure in narrow c–ϕ soils behind rotating walls about the base

F Lai, D Yang, S Liu, H Zhang, Y Cheng - Computers and Geotechnics, 2022 - Elsevier
Retaining walls are sometimes unavoidably constructed near existing stabilized structures to
maintain stability of narrow retained c-ϕ soils. Although some analytical approaches have …

Limit analysis solutions for bearing capacity of ring foundations on rocks using Hoek–Brown failure criterion

W Yodsomjai, S Keawsawasvong, VQ Lai - International Journal of …, 2021 - Springer
In this paper, new limit analysis solutions for the bearing capacity of ring foundations on rock
masses are presented, where the Hoek–Brown yield criterion is used as a failure criterion for …

End bearing capacity factor for annular foundations embedded in clay considering the effect of the adhesion factor

S Keawsawasvong, VQ Lai - International Journal of Geosynthetics and …, 2021 - Springer
New limit analysis solutions for the end bearing capacity of annular foundations in clay with
linearly increasing shear strength are presented in the paper. The strength profile of clay …

The feasibility of three prediction techniques of the artificial neural network, adaptive neuro-fuzzy inference system, and hybrid particle swarm optimization for …

H Moayedi, D Tien Bui, M Gör, B Pradhan… - … International Journal of …, 2019 - mdpi.com
In this paper, a neuro particle-based optimization of the artificial neural network (ANN) is
investigated for slope stability calculation. The results are also compared to another artificial …

Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes

S Yang, B Leshchinsky, K Cui, F Zhang, Y Gao - Géotechnique, 2021 - icevirtuallibrary.com
The bearing capacity of shallow foundations may decrease when located near slopes,
particularly under seismic conditions. However, there is limited work that isolates the …

Predicting slope stability failure through machine learning paradigms

D Tien Bui, H Moayedi, M Gör, A Jaafari… - … International Journal of …, 2019 - mdpi.com
In this study, we employed various machine learning-based techniques in predicting factor
of safety against slope failures. Different regression methods namely, multi-layer perceptron …