A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic behaviour of structures adjacent to slope by considering SSI effects in cemented soil mediums
Previous studies on seismic behaviour of slope topography have shown that seismic response of ground surface adjacent to slope is intensively influenced by topography shape and geotechnical site conditions, and none of them have assessed the effects of this topography on seismic behaviour of adjacent structures. The current study investigates the seismic behaviour of structures that are located in the vicinity of the natural slopes with middle stiff cemented soil. The results indicate that seismic behaviour of structures that are located adjacent to the slope is influenced by two factors: slope lateral stiffness and reflected waves from the slope surface. Thus, the subsoil type and its stiffness are highly impressive parameters. In the same conditions, by increasing the soil stiffness, the structural drift in topography–soil–structure system (TSSI) is lower than soil–structure system (SSI). And the slope topography makes increasing base shear of TSSI over SSI system.
Seismic behaviour of structures adjacent to slope by considering SSI effects in cemented soil mediums
Previous studies on seismic behaviour of slope topography have shown that seismic response of ground surface adjacent to slope is intensively influenced by topography shape and geotechnical site conditions, and none of them have assessed the effects of this topography on seismic behaviour of adjacent structures. The current study investigates the seismic behaviour of structures that are located in the vicinity of the natural slopes with middle stiff cemented soil. The results indicate that seismic behaviour of structures that are located adjacent to the slope is influenced by two factors: slope lateral stiffness and reflected waves from the slope surface. Thus, the subsoil type and its stiffness are highly impressive parameters. In the same conditions, by increasing the soil stiffness, the structural drift in topography–soil–structure system (TSSI) is lower than soil–structure system (SSI). And the slope topography makes increasing base shear of TSSI over SSI system.
Seismic behaviour of structures adjacent to slope by considering SSI effects in cemented soil mediums
Erfani, Amid (author) / Ghanbari, Ali (author) / Massumi, Ali (author)
2021-01-02
13 pages
Article (Journal)
Electronic Resource
Unknown
Seismic Response of an Ecuadorean Slope in Cemented Soil
| British Library Conference Proceedings | 2000
Seismic analysis of nailed soil slope considering interface effects
| British Library Online Contents | 2017
Seismic analysis of nailed soil slope considering interface effects
| Elsevier | 2017