[HTML][HTML] Multivariate adaptive regression splines analysis for 3D slope stability in anisotropic and heterogenous clay

J Shiau, S Keawsawasvong - Journal of Rock Mechanics and …, 2023‏ - Elsevier
Little research can be found in relation to the stability of anisotropic and heterogenous soils
in three dimensions. In this paper, we propose a study on the three-dimensional (3D) …

Bearing capacity of ring footings in anisotropic clays: FELA and ANN

DK Nguyen, TP Nguyen, C Ngamkhanong… - Neural Computing and …, 2023‏ - Springer
A novel investigation of the bearing capacity of ring footings embedded in undrained
anisotropic clays using a new hybrid soft computation technique that cooperates between …

Stability analysis for excavation in frictional soils based on upper bound method

Z **, C Zhang, W Li, S Tu, L Wang, S Wang - Computers and Geotechnics, 2024‏ - Elsevier
This paper adopted both the numerical and analytical methods to investigate the excavation
stability against base heave failure. The finite element limit analysis method (OPTUM) was …

Bearing capacity of conical footing on anisotropic and heterogeneous clays using FEA and ANN

VQ Lai, J Shiau, CN Van, HD Tran… - Marine Georesources …, 2023‏ - Taylor & Francis
The paper presents axisymmetric FEA solutions for the bearing capacity of conical footings
embedded in anisotropic and inhomogeneous clays using NGI-ADP model. The bearing …

Stability analysis of buried pipelines under combined uplift and lateral forces using FELA and ANN

K Kounlavong, JT Chavda, P Jamsawang… - Applied Ocean …, 2023‏ - Elsevier
In this paper, the effective intelligent system based on artificial neural networks (ANNs) and
the finite element limit analysis (FELA) is developed to predict the undrained uplift capacity …

Undrained basal stability of braced circular excavations in anisotropic and non-homogeneous clays

K Kounlavong, S Keawsawasvong, R Banyong… - Transportation …, 2023‏ - Elsevier
This paper introduces the plastic stability solutions of braced circular excavations in
anisotropic and non–homogeneous clays. Using the framework of Finite Element Limit …

A machine learning regression approach for predicting the bearing capacity of a strip footing on rock mass under inclined and eccentric load

VQ Lai, K Sang**da, S Keawsawasvong… - Frontiers in Built …, 2022‏ - frontiersin.org
In this study, the Multivariate Adaptive Regression Splines (MARS) model is employed to
create a data-driven prediction for the bearing capacity of a strip footing on rock mass …

[HTML][HTML] Performance comparison of machine learning algorithms for maximum displacement prediction in soldier pile wall excavation

DS Dashtgoli, MH Dehnad, SA Mobinipour… - Underground …, 2024‏ - Elsevier
One of the common excavation methods in the construction of urban infrastructures as well
as water and wastewater facilities is the excavation through soldier pile walls. The maximum …

Prediction of uplift resistance of circular anchors in anisotropic clays using MLR, ANN, and MARS

DK Nguyen, TP Nguyen, C Ngamkhanong… - Applied Ocean …, 2023‏ - Elsevier
A new equation predicting the uplift resistance of circular anchors in anisotropic and
heterogeneous clays is proposed in this study using machine learning techniques, ie, MLR …

Integration of AFELA and machine learning for analysis of shallow foundation over horseshoe tunnel in rock mass

A Kumar, VB Chauhan, P Kumar - Modeling Earth Systems and …, 2024‏ - Springer
This study investigates the stability of a uniformly distributed loaded strip footing located
above a horseshoe-shaped tunnel in the rock mass. The study employs the Adaptive Finite …