Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters
<p>The evaluation of concrete single layer of breakwaters is based on the application of design coefficients obtained in laboratory tests, primarily two-dimensional and under controlled conditions. With the experience of more than 30 years in structures of this type in the world, it is importa...
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| Main Authors: | Hugo Juan Donini, Ricardo Horacio del Valle |
|---|---|
| Format: | Article |
| Language: | Spanish |
| Published: |
Universitat Politècnica de València
2015-07-01
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| Series: | Ingeniería del Agua |
| Subjects: | |
| Online Access: | http://polipapers.upv.es/index.php/IA/article/view/3653 |
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