Effect of Soil Constitutive Models on Numerical Modeling of Cantilever Retaining Wall
In the present study static response of cantilever retaining walls have been investigated by consideration of various soil constitutive models by means of finite element method with using PLAXIS 2-D software. Simulations have been performed at heights of 3, 6, and 9 meters retaining walls with consi...
| Main Authors: | , , |
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| Format: | Article |
| Language: | fas |
| Published: |
Papyrus Press
2018-02-01
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| Series: | رویکردهای نوین در مهندسی عمران |
| Subjects: | |
| Online Access: | http://www.jnace.ir/article_63076_e20e7571d62d2656a79428cffe0f38bc.pdf |