In this paper, a thorough numerical study is conducted to rigorously evaluate the lateral
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …

The increased frequency of landslides and associated devastations necessitates develo**
sustainable mitigation measures. The present paper aims to appraise the research …

Local instability of a compound slope is commonplace in practice. Extant analytical solutions
only considered the single global failure pattern, which results in an inaccurate assessment …

Earthquakes and groundwater are pivotal factors affecting slope stability. However, the
majority of previous studies have focused on these factors individually, neglecting their …

It is generally recognized that the stress-induced anisotropy of undrained cohesive soil has
a significant influence on the factor of safety of slopes. In this study, a simplified method is …

Hydrodynamic pressure caused by a decline in reservoir water-level is one of the dominant
factors inducing the deformation of reservoir landslides in mountainous areas, which can …

Achieving slope stabilization by placing anti-slide piles has become an effective slope-
reinforcement technique in geotechnical engineering. Based on the limit analysis method …

Seismic amplification effects are a common occurrence in V-shaped valleys. A method is
presented for incorporating the amplification effects in the stability assessment of V-shaped …

This article proposes an efficient procedure for the probabilistic seismic analysis of slopes
and applies it to two slope examples including a real engineering project. The proposed …

Earthquakes are recognized as one of the main causes of slope instability. Hence,
assessment of slope seismic stability has attracted considerable attention from researchers …