Analysis of Retaining Wall Subjected to Earthquake Loading
A numerical method through finite element(FEM) with two models: Elastic &Equivalent Linear was used to investigate the seismic behavior of retaining wall supporting saturated, liquefiable, cohesionless backfill soil. Horizontal/Vertical displacement, pore water pressure, horizontal total stress...
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| Principais autores: | , |
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| פורמט: | Artigo |
| שפה: | Inglês |
| יצא לאור: |
University of Kirkuk
2008-06-01
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| סדרה: | Kirkuk Journal of Science |
| נושאים: | |
| גישה מקוונת: | https://kujss.uokirkuk.edu.iq/article_41932_e4b27813b43f734bf4175fb0906deb59.pdf |
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