SLOPE STABILITY CONSIDERING UNCERTANTY OF DATA: STUDY CASE OF MANSIONES, MONTES DE OCA, SAN JOSE, COSTA RICA
সংরক্ষণ করুন:
| লেখক: | , |
|---|---|
| বিন্যাস: | artículo original |
| বর্তমান অবস্থা: | Versión publicada |
| প্রকাশনার তারিখ: | 2011 |
| বিবরন: | A deterministic model of slope stability has been evaluated with fuzzy input parameters by the methodof vertices, dividing the fuzzy numbers into groups of intervals (cuts or α levels). Later on, in the model, the fuzzynumbers have been replaced by the intervals, reducing it to a number of analyses of intervals using only conventionalmathematics. The stability of the slope is measured by comparing the fuzzy set, representing the state of stability, withfour predefined stability states, using a technique of grouping. The result of this process indicates that under staticconditions, the slope of the community of Mansiones is certainly stable and under pseudo-static conditions (horizontalacceleration of 20% g), the slope could have an imminent failure. |
| দেশ: | Portal de Revistas UCR |
| প্রতিষ্ঠান: | Universidad de Costa Rica |
| Repositorio: | Portal de Revistas UCR |
| ভাষা: | Español |
| OAI Identifier: | oai:portal.ucr.ac.cr:article/6497 |
| অনলাইন ব্যবহার করুন: | https://revistas.ucr.ac.cr/index.php/geologica/article/view/6497 |
| Access Level: | acceso abierto |
| মুখ্য শব্দ: | slope stability uncertainty geotechnics landslide hazard estabilidad de taludes incertidumbre geotecnia deslizamiento amenaza |