The rock fracture characteristics and principal stress directions are crucial for prevention of
geological disasters. In this study, we carried out biaxial compression tests on cubic granite …

This study evaluates the stability of rectangular tunnels in cohesive-frictional soils under
surcharge loading using a combination of IsoGeometric Analysis and artificial neural …

To address the problems of strain localization, the exact Mohr-Coulomb (MC) model is used
based on second-order cone programming (mpcFEM-SOCP) in the framework of micropolar …

A numerical procedure using a stable cell-based smoothed finite element method (CS-FEM)
is presented for estimation of stability of a square tunnel in the soil where the shear strength …

The current research employs a power type yield criterion which accounts for the
dependency of the shear strength parameters, namely, cohesion and internal friction, on …

This paper aimed to study the behavior of a body (dummy) that was in a race car in the event
of a frontal collision with a wall in order to see what loads were acting on the dummy. Based …

This paper presents the effect of horizontal and vertical earthquake force on the stability of a
single circular tunnel in cohesive-frictional soils using a stable node-based smoothed finite …

This paper presents a mixed formulation based on the node-based smoothed finite-element
method for estimating seismic slope stability. The final form of Hellinger–Reissner is cast as …

This paper presents a stable node-based smoothed finite element method (SNS-FEM)
based on the upper theorem for stability analysis of a square tunnel in cohesive-frictional …

Considering the increasing demand for urban land resources, the construction of new
structures in areas with buried pipelines poses novel challenges to both pipeline structural …