REMOLDING EFFECT ON DYNAMIC BEHAVIOR OF SANDY SOIL SAMPLES USING RESONANT COLUMN TESTS
Shear modulus and damping ratio are two most important dynamic parameters for seismic design of structures. Several attempts have been made to determine and study these two dyna...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | fas |
| Published: |
Sharif University of Technology
2020-11-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_21628_1ae91efc5b1d1acf4de4c2110281c3ef.pdf |