DYNAMIC BEHAVIOR OF GRANULAR SOILS FROM THE POINT OF VIEW OF EQUIVALENT SKELETON VOID RATIO
The shear modulus $(G_o)$, the shear modulus versus shear strain $(G/G_o-\gamma)$ and damping ratio versus shear strain $(D-\gamma)$, are important parameters for the design of structures s...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
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Sharif University of Technology
2020-11-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_21570_a033d171925450703dbda5937d0f0f19.pdf |