The paper concerns the dynamic behavior of a simple slope model subjected to
simultaneous horizontal and vertical excitations. The proposed method is based on …

The sliding block model is widely used to evaluate the stability of slopes under earthquakes.
In this model, the horizontal ground motion is usually applied to the parallel to the slope …

The seismic displacement of a block sliding down an inclined plane is commonly obtained
by a double integration of portions of the acceleration time history exceeding the yield …

The Newmark sliding block model is widely used in the evaluation of seismic slope stability.
When using this model, the horizontal acceleration is usually considered to act parallel to …

A general sliding block model for calculating permanent displacement of slope is presented.
Ground shaking can be applied to base or block in a direction horizontal or parallel to the …

The response of slopes to earthquake loading may be studied via effective stress dynamic
analyses, displacement-based sliding block analyses, or through force-based pseudo-static …

The sliding-block model is often used for the prediction of permanent coseismic
displacements of natural slopes and earth structures. This model assumes motion in an …

This paper presents a simplified procedure for predicting the seismic slip of a vegetated
slope. This is important for more precise estimation of the hazard associated with seismic …

Simplified methods predicting earthquake‐induced displacement of slopes are based on the
Newmark sliding‐block model. This model does not consider the decrease in inclination of …

抄録 This paper is concerned with an extension of a rotational limit equilibrium method for
determining the permanent displacements of slopes under seismic excitation. In the …