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 str...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Kirkuk
2008-06-01
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| Series: | Kirkuk Journal of Science |
| Subjects: | |
| Online Access: | https://kujss.uokirkuk.edu.iq/article_41932_e4b27813b43f734bf4175fb0906deb59.pdf |