The seismic permanent displacement is an essential aspect to evaluate the seismic stability
of slope. The conventional Newmark block method commonly adopts a constant yield …

Although a cohesionless backfill is recommended for geosynthetic reinforced earth retaining
walls, cohesive soil have been widely used in many regions across the globe for economic …

Bench slopes incorporated with multiple rows of anti-slide piles remain an effective
technique in landslide disaster preventions and are widely employed in the design of new …

Many landslides are shallow and earthquake is one of the common triggering factors. This
study presents upper bound seismic limit analysis of shallow landslides with a novel …

The assessment of the internal stability of geosynthetic-reinforced earth retaining walls has
historically been investigated in previous studies assuming dry backfills. However, the …

A numerical study was carried out to investigate the seismic stability of mechanically
stabilized earth (MSE) walls using a finite element limit analysis (FELA) approach. The …

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 bearing capacity factors for a rough strip footing placed on rock media, which is
subjected to pseudo-static horizontal earthquake body forces, have been determined using …

Previous research has demonstrated that concave cross-sectional geometry can enhance
slope stability, reduce sediment loss, and improve mining efficiency. However, studies on …

This study aims to develop an effective approach to conduct the three-dimensional (3D)
modified pseudo-dynamic stability analysis of slopes reinforced using inclined soil nails …