Add to ORKGThis paper presents a finite-element analysis to evaluate earthquake-induced displacements in slopes. The procedure takes into account the nonlinear characteristics of the materials, spatial variation of strength (friction) along the potential failure surface and the inertial effects of the sliding wedge considered as a flexible multi-degree of freedom system. The potential effects are shown through hypothetical cases using two different seismic events. The model proposed in this paper is compared with other methods
Earthquakes frequently induce landslides and other natural disasters that have a huge impact on huma...
Large-scale landslides in sensitive clays cannot be explained properly using the traditional limit e...
The seismic stability of earth slopes has been a topic of considerable interest in geotechnical engi...
Traditional analyses of stability of slopes subjected to seismic loads entail global equilibrium con...
The seismic performance of slopes is typically evaluated with a pseudo-static method using equivalen...
This paper studies the combined effects of earthquake-triggered landslides and ground shaking on fou...
Seismic performance of natural slopes, earth structures and solid-waste landfills can be evaluated t...
In this paper, the earthquake-induced permanent seismic displacement of dry mountain slopes is calcu...
To obviate the complicated calculation of progressive failure to stress-strain approach and the inac...
The interaction of seismic waves with slopes is a major factor influencing landslide movements that ...
This paper examines in terms of seismic performance, the effectiveness of anchor reinforcement again...
Earthquake events in recent years have brought about renewed interest in analyses of slopes subjecte...
Earthen slopes experience considerable degradation in strength and stiffness during seismic activiti...
A critical review of presently available methods for analysing offshore slopes under earthquake load...
The response of slopes to earthquake loading may be studied via effective stress dynamic analyses, d...
Earthquakes frequently induce landslides and other natural disasters that have a huge impact on huma...
Large-scale landslides in sensitive clays cannot be explained properly using the traditional limit e...
The seismic stability of earth slopes has been a topic of considerable interest in geotechnical engi...
Traditional analyses of stability of slopes subjected to seismic loads entail global equilibrium con...
The seismic performance of slopes is typically evaluated with a pseudo-static method using equivalen...
This paper studies the combined effects of earthquake-triggered landslides and ground shaking on fou...
Seismic performance of natural slopes, earth structures and solid-waste landfills can be evaluated t...
In this paper, the earthquake-induced permanent seismic displacement of dry mountain slopes is calcu...
To obviate the complicated calculation of progressive failure to stress-strain approach and the inac...
The interaction of seismic waves with slopes is a major factor influencing landslide movements that ...
This paper examines in terms of seismic performance, the effectiveness of anchor reinforcement again...
Earthquake events in recent years have brought about renewed interest in analyses of slopes subjecte...
Earthen slopes experience considerable degradation in strength and stiffness during seismic activiti...
A critical review of presently available methods for analysing offshore slopes under earthquake load...
The response of slopes to earthquake loading may be studied via effective stress dynamic analyses, d...
Earthquakes frequently induce landslides and other natural disasters that have a huge impact on huma...
Large-scale landslides in sensitive clays cannot be explained properly using the traditional limit e...
The seismic stability of earth slopes has been a topic of considerable interest in geotechnical engi...