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) …

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 …

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 …

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 …

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

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 …

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 …

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 …

The design of fully braced excavation of underground works, whether in rural or urban
areas, is important to ensure that the design of fully braced support is safe, particularly in …

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 …