Soil saturated simulation in embankment during strong earthquake by effect of elasticity modulus
The dynamic analysis process was started after failure in some embankments during an earthquake. In this context, maximum displacement was reported at the crest based on interaction between structure and reservoir. This paper investigates the dynamic behavior of short embankment on soft soil. For th...
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
Hindawi Publishing Corporation
2014
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/62613/ http://dx.doi.org/10.1155/2014/191460 |
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