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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| Format: | Article |
| Language: | Spanish |
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Universitat Politècnica de València
2015-07-01
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| Series: | Ingeniería del Agua |
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| Online Access: | http://polipapers.upv.es/index.php/IA/article/view/3653 |
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| author | Hugo Juan Donini Ricardo Horacio del Valle |
| author_facet | Hugo Juan Donini Ricardo Horacio del Valle |
| author_sort | Hugo Juan Donini |
| collection | DOAJ |
| description | <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 important to compare the values of stability numbers used in the design with those who are in breakwaters as built. In this paper, update and increase the data collected with respect to previous publications, developing an analysis of particular situations in which the amour layer stability coefficients are reduced. A series of Accropode® and Core-LocTM recommendations concerning the design elements is also made. Also there are conclusions related to increases in the volume and the reduction in the number of blocks needed for different numbers of stability proposed.</p> |
| format | Article |
| id | doaj-art-4391597fae254ed4b65472f045d8da51 |
| institution | OA Journals |
| issn | 1134-2196 1886-4996 |
| language | Spanish |
| publishDate | 2015-07-01 |
| publisher | Universitat Politècnica de València |
| record_format | Article |
| series | Ingeniería del Agua |
| spelling | doaj-art-4391597fae254ed4b65472f045d8da512025-08-20T02:36:06ZspaUniversitat Politècnica de ValènciaIngeniería del Agua1134-21961886-49962015-07-0119315717710.4995/ia.2015.36533042Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound BreakwatersHugo Juan Donini0Ricardo Horacio del Valle1Universidad Nacional de la Patagonia San Juan BoscoUniversidad Nacional de la Patagonia San Juan Bosco<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 important to compare the values of stability numbers used in the design with those who are in breakwaters as built. In this paper, update and increase the data collected with respect to previous publications, developing an analysis of particular situations in which the amour layer stability coefficients are reduced. A series of Accropode® and Core-LocTM recommendations concerning the design elements is also made. Also there are conclusions related to increases in the volume and the reduction in the number of blocks needed for different numbers of stability proposed.</p>http://polipapers.upv.es/index.php/IA/article/view/3653Obras de abrigoCorazaMantoElementos monocapaNúmero de estabilidad |
| spellingShingle | Hugo Juan Donini Ricardo Horacio del Valle Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters Ingeniería del Agua Obras de abrigo Coraza Manto Elementos monocapa Número de estabilidad |
| title | Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters |
| title_full | Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters |
| title_fullStr | Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters |
| title_full_unstemmed | Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters |
| title_short | Reduction in Design Stability Number of Monolayer Armour Units for Singular Conditions of Projects in Rubble Mound Breakwaters |
| title_sort | reduction in design stability number of monolayer armour units for singular conditions of projects in rubble mound breakwaters |
| topic | Obras de abrigo Coraza Manto Elementos monocapa Número de estabilidad |
| url | http://polipapers.upv.es/index.php/IA/article/view/3653 |
| work_keys_str_mv | AT hugojuandonini reductionindesignstabilitynumberofmonolayerarmourunitsforsingularconditionsofprojectsinrubblemoundbreakwaters AT ricardohoraciodelvalle reductionindesignstabilitynumberofmonolayerarmourunitsforsingularconditionsofprojectsinrubblemoundbreakwaters |