EXPERIMENTAL AND NUMERICAL MODELING ON SEISMIC RESPONSE OF LIQUEFIABLE SUB-LAYERS
Soil liquefaction is caused by strong ground motion and causes loss of shear strength, lateral spreading, foundation failure, sand boiling and post-earthquake settlement. These...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | fas |
| Published: |
Sharif University of Technology
2019-11-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_20926_4f8b65e6b802032ac6fd05dde5f508b9.pdf |