In this paper, novel stability solutions of unsupported conical slopes in anisotropic clays are
presented by using the lower bound and upper bound finite element limit analyses under an …

In this paper, Artificial Neural Networks (ANN) have been utilized to predict the stability of a
planar tunnel heading in rock mass based on the well-defined Hoek-Brown (HB) yield …

This paper is dedicated to investigating the undrained lateral capacity of rigid free-head
rectangular/square piles in cohesive soil. The study utilizes the three-dimensional Finite …

The novel stability solutions of unsupported conical slope in anisotropic and
inhomogeneous clays utilizing the lower-bound (LB) and upper-bound (UB) finite-element …

In this study, the seismic stability of vertical circular excavations in cohesive-frictional soil
considering the effect of pseudo-static seismic body force is examined. The lower bound and …

The stability of unsupported rectangular excavations in undrained clay is examined under
the influence of anisotropy and heterogeneity using the three-dimensional finite element …

In this paper, the seismic stability number of unsupported excavations in cohesive-frictional
soil under the influence of pseudo-static seismic body forces is examined. Three …

The seismic stability of unsupported rectangular excavations poses significant challenges in
geotechnical engineering, especially in underground structures. This study addresses the …

The stability of rock slopes is of significance, as even the slightest slope failure can result in
damage to infrastructure and catastrophes for human beings. Thus, this article focuses on …

This paper aims to propose new stability equations for the design of shallow, unlined
horseshoe tunnels in rock masses. The computational framework of the upper-and lower …