Rainfall reservoir-induced landslides in the Zigui Basin, China Three Gorges Reservoir
(CTGR) area, exhibit typical step-like deformation characteristics with mutation and creep …

As verified structures for landslide mitigation, stabilizing piles are often adopted to treat local
failure zones of width-limited soil slopes. To achieve a balance between slope safety and …

This study aims to investigate researchers' interest in the topic of integrated life cycle design
in the context of geotechnical works (ground improvement and piling solutions). In the first …

Artificial intelligence (AI) is gaining popularity in landslide displacement modeling due to its
strong generalization capacity and ability to accurately represent complex, nonlinear laws …

The significance means of the seismic reinforcement effect of a pile-anchor system for slope
reinforcement has been widely recognized. However, cases of deformation failure and …

Variations of reservoir water level and seasonal precipitation have reactivated or
accelerated many reservoir landslides in the Three Gorges Reservoir area since …

Jurassic facility-sliding strata have been identified as a fundamental factor affecting the
occurrence of rainfall-reservoir induced landslides in western Hubei Province, China Three …

The impoundment of the Three Gorges Reservoir in China inevitably caused the reservoir
landslides to develop toward instability, which has attracted widespread attention. Taking …

Landslide susceptibility evaluation is pivotal for mitigating landslide risk and enhancing
early warning systems. Current practices in developing Landslide Susceptibility Mapping …

Many uncertainties exist in pile-stabilized slopes which make their design substantially
complicated. In this paper, a first-order reliability method (FORM) based on a support vector …