Based on limit analysis and pseudo-dynamic methods, a proposed method for evaluating
slope stability under seismic conditions that considers dynamic changes in the axial force of …

When tunnels are excavated in karst areas, the existence of karst caves in the surrounding
rock usually results in the collapse failure of tunnels. Tunnel collapse has always been a …

Seismic stability analysis of geocell-reinforced slopes (GRSs), considering shear and
moment strength in addition to tensile resistance for geocells, is a novel topic for which …

The anchor cable is an excellent reinforcement device for enhancing slope performance
subjected to earthquakes. Thus, this work combines the minimum potential energy principle …

The effect of dynamic soil properties and frequency content of harmonic excitation on the
internal stability of reinforced soil retaining structure is investigated. Arc of a log-spiral is …

In this study, the well-established pseudo-static approach along with the horizontal slices
method (HSM) is employed to investigate the seismic internal stability of geosynthetic …

This paper presents a stochastic seismic analysis of geosynthetic-reinforced soil slopes
(GRSS) using the probability density evolution method (PDEM). The combination of the …

Limit equilibrium analyses were conducted using pseudo-static approach to investigate the
behavior of a typical reinforced slope under seismic loading. Slope height, slope face …

An efficient and accurate reliability-based design of the geosynthetic-reinforced slopes
(GRS) using the pseudo-static and modified pseudo-dynamic framework is proposed in the …

This article presents a computational reliability analysis of reinforced soil-retaining structures
(RSRS) under seismic conditions. The internal stability of RSRS is evaluated using the …