A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic Behavior of Gravity Retaining Walls
Finite Element Method has been used to investigate the interaction of soil-retaining wall under the effect of earthquake induced forces. By numerical analysis the behavior of modeled gravity retaining walls have been evaluated under the effect of four real earthquake spectra. Different soil mechanical properties, cohesion and internal friction angle, has been considered. Height of wall was also varied in numerical analysis. Results obtained from numerical analysis then were compared with those calculated by using Mononobe-Okabe method.
Seismic Behavior of Gravity Retaining Walls
Finite Element Method has been used to investigate the interaction of soil-retaining wall under the effect of earthquake induced forces. By numerical analysis the behavior of modeled gravity retaining walls have been evaluated under the effect of four real earthquake spectra. Different soil mechanical properties, cohesion and internal friction angle, has been considered. Height of wall was also varied in numerical analysis. Results obtained from numerical analysis then were compared with those calculated by using Mononobe-Okabe method.
Seismic Behavior of Gravity Retaining Walls
Javanmard, M. (author) / Angha, A. R. (author)
GeoFlorida 2010 ; 2010 ; Orlando, Florida, United States
GeoFlorida 2010 ; 2263-2270
2010-02-15
Conference paper
Electronic Resource
English
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