This paper investigates the stability of two circular tunnels at different depths in cohesive-
frictional soils subjected to surcharge loading using a stable node-based smoothed finite …

The node-based smoothed finite element method (NS-FEM) is shortly presented for
calculations of the static and seismic bearing capacities of shallow strip footings. A series of …

An approach for the finite element (FE) mesh generation of tunnel structures considering the
lack of detail, low automation, and intermediate link transformation in the FE mesh …

Brain tissues are known for exhibiting complex nonlinear and time‐dependent properties,
which require visco‐hyperelastic constitutive models for proper simulation. In this paper, a …

With the increasing of tunnel mileage, one of the most vital problems of broad-scale
structures is the intelligent identification and location of structural defects, which require …

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 adopts an upper bound procedure using the cell-based smoothed finite element
method (CS-FEM) to estimate the seismic bearing capacity of shallow strip footings …

This paper presents an isogeometric analysis (IGA) based on Bézier extraction to investigate
the stability of a circular tunnel in cohesive-frictional soils subjected to uniform surcharge …

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 …

This paper presents an upper bound limit analysis procedure using the node-based
smoothed finite element method (NS-FEM) and second order cone programming (SOCP) to …