Foundation Design Alternatives for Residential Building Near Natural Slope
- DOI
- 10.2991/978-94-6463-258-3_57How to use a DOI?
- Keywords
- slope; foundation; stability
- Abstract
This study presents the global stability analysis of the slope developed in the design phase of the foundation of a 12-level building of the ALZATI Apartments project, allowing to select the alternative of foundation that presented the best structural behavior and the best distribution of stresses to the land without putting in risk the natural slope contiguous to the project, which will support the loads of the building and parking area. The evaluated alternatives correspond to independent foundations to isolate the stresses from the 210 kN/m2 towers area of the slope, leaving only the stresses from the 10 KN/m2 parking area on it (option 1), or a single foundation slab for each tower and parking area with a uniformly distributed stress throughout the foundation slab in both the tower and parking area of 54 KN/m2 (option 2). It is concluded that although option 2 represents 5 times more loads on the natural slope than option 1, option 2 is also safe, it meets the minimum slope stability factors suggested by the Colombian Seismic Resistant Standard (NSR-2010) and generates greater technical benefits for the project.
- Copyright
- © 2023 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Alex Cuéllar Díaz PY - 2023 DA - 2023/11/08 TI - Foundation Design Alternatives for Residential Building Near Natural Slope BT - Proceedings of the Rocscience International Conference (RIC 2023) PB - Atlantis Press SP - 615 EP - 621 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-258-3_57 DO - 10.2991/978-94-6463-258-3_57 ID - Díaz2023 ER -