Proposed methodology for the design of flexible pavements using geosynthetics as reinforcement
সংরক্ষণ করুন:
| লেখক: | |
|---|---|
| বিন্যাস: | artículo original |
| বর্তমান অবস্থা: | Versión publicada |
| প্রকাশনার তারিখ: | 2025 |
| বিবরন: | 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. |
| দেশ: | Portal de Revistas UCR |
| প্রতিষ্ঠান: | Universidad de Costa Rica |
| Repositorio: | Portal de Revistas UCR |
| ভাষা: | Español |
| OAI Identifier: | oai:portal.revistas.ucr.ac.cr:article/3277 |
| অনলাইন ব্যবহার করুন: | https://revistas.ucr.ac.cr/index.php/rvial/article/view/3277 |
| মুখ্য শব্দ: | pavements geosynthetics reinforcement pavement design pavimentos geosintéticos refuerzo diseño de pavimentos |