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) …

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 …

This paper presents new numerical evaluations of the vertical uplift resistance of rectangular
anchors located in heterogeneous and anisotropic clays obeying the Anisotropic Undrained …

An upper bound (UB) and lower bound (LB) finite element limit analysis cooperating with a
machine learning method is adopted as a new solution for predicting the bearing capacity of …

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 …

Axisymmetric solutions for the bearing capacity of ring foundation resting on anisotropic and
heterogenous clays are presented in this paper using finite element analysis (FEA). The NGI …

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 …

This paper introduces the plastic stability solutions of braced circular excavations in
anisotropic and non–homogeneous clays. Using the framework of Finite Element Limit …

This study introduces new numerical investigations of the uplift capacity of inclined strip
anchors buried in anisotropic and heterogeneous clays. The analyses utilize Lower Bound …

The stability of tunnels in clayey soil is a major concern for underground space technology.
Clay has anisotropy in shear strength induced by depositional and sedimentation …