Proposed methodology for the design of flexible pavements using geosynthetics as reinforcement
保存先:
| 著者: | |
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| フォーマット: | artículo original |
| 状態: | Versión publicada |
| 出版日付: | 2025 |
| その他の書誌記述: | This work presents a design proposal for the design of flexible pavements using geosynthetics to reinforce the granular base materials and protect the subgrade. The proposal was developed by a theoretical-conceptual research work of the use of geosynthetics in pavements. The basis benefits of placing geosynthetics in the subgrade-granular base interface, as a function of the non-linearity response of the materials, is discussed. Considering, the complexity of the problem, the analysis presents logical results that can support to establish the principles for a rational design procedure. The analysis was conducted with the AASHTO-93 Design Procedure, and its concepts. |
| 国: | Portal de Revistas UCR |
| 機関: | Universidad de Costa Rica |
| Repositorio: | Portal de Revistas UCR |
| 言語: | Español |
| OAI Identifier: | oai:portal.revistas.ucr.ac.cr:article/3277 |
| オンライン･アクセス: | https://revistas.ucr.ac.cr/index.php/rvial/article/view/3277 |
| キーワード: | pavements geosynthetics reinforcement pavement design pavimentos geosintéticos refuerzo diseño de pavimentos |