Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil
Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model...
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| Main Authors: | , |
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| Format: | Article |
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Techno-Press, Ltd.
2014
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/52794/ http://dx.doi.org/10.12989/gae.2014.6.4.341 |
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