A procedure to design toe protections for rockfill dams against extreme through-flows
| Autor: | Ricardo Monteiro-Alves, Antonia Larese, Rafael Morán, Miguel Angel Rubio Toledo |
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| Rok vydání: | 2019 |
| Předmět: |
Engineering
Civil 0211 other engineering and technologies Foundation (engineering) Engineering Multidisciplinary 020101 civil engineering Leakage flow 02 engineering and technology Computer Science Software Engineering Engineering Marine Experimental research 0201 civil engineering Engineering Manufacturing Engineering Mechanical Engineering Industrial 021105 building & construction Geotechnical engineering Engineering Ocean Material properties Engineering Aerospace Engineering Biomedical Geology Civil and Structural Engineering |
| Zdroj: | Scipedia Open Access Scipedia SL |
| ISSN: | 0141-0296 |
| DOI: | 10.1016/j.engstruct.2019.06.004 |
| Popis: | This article presents a procedure for designing rockfill toe protections with a highly permeable downstream shoulder to avoid mass sliding in dams during extremely high through-flow episodes. This accidental through-flow may be caused by reasons such as overtopping or leakage flow due to the loss of sealing at the impervious element of the dam or its foundation. The proposed protection is located at the downstream toe of the dam, and it is composed of highly permeable material, typically compacted rockfill. This material can be different from the rockfill forming the downstream shoulder of the main dam. The work is a result of a combination of numerical and experimental research carried out to analyze the influence of the geometry of the toe protection for given material properties of both dam shoulder and protection, when they can be considered highly isotropic. As a result of these studies, a design methodology is obtained. A series of validation tests are presented to support the reliability of the method. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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