Shear-induced seismic slope displacement is estimated for earth structures or natural slopes
due to shallow crustal earthquakes along active plate margins. The proposed procedure …

Permanent displacement predictive modeling can be used with geotechnical and
seismological parameters to assess hazard assessment of earthquake-induced landslides …

Major earthquakes can cause hundreds to thousands of landslides in mountainous areas,
but the methods for regional earthquake-induced landslide analyses are currently not well …

The results of slope seismic safety evaluation are affected by the uncertainty of geotechnical
material parameters, seismic dynamic characteristics, safety evaluation indexes and other …

Seismically induced landslides can often cause severe human and economic losses.
Therefore, it is worth assessing the seismic performance of slopes through a reliable …

Permanent sliding displacement is a parameter that is used widely to evaluate the seismic
performance of earthen slopes, and the inherent variability of soil strength parameters is …

The seismic performance assessment of earth slopes and systems requires an estimate of
the seismically-induced slope displacement (D). Modified Newmark-type analyses are …

Earthquake-induced landslides are considered the third-largest contributor of societal
damages caused by an earthquake. Newmark sliding displacement method-based regional …

The assessment of the seismic performance of slope systems often relies on estimating the
amount of seismically-induced slope displacements (D) using semi-empirical D models …

Engineers often use simplified seismic slope displacement procedures to evaluate the
seismic performance of earth structures and natural slopes. Current state of practice …