Landslide analysis of the bridge foundation over the rio Rircay Sulupali Grande River, Ecuador
DOI:
https://doi.org/10.35381/i.p.v5i8.2481Keywords:
Water resources management, civil engineering, public works, (Thesaurus).Abstract
ABSTRACT
The basis of the research is based on a new foundation design based on the information obtained in accordance with the ASHHTO and NEC construction standards. In order to support the people of the community, it will be proposed to work with the municipality of Cantón Santa Isabel for the use of the people of the sector who use this means to transport products from the lowlands to the populated centres. The area of influence of the bridge was analysed by means of precision topographic surveys with a Trimble S3 - 2'' Total Station to determine the measurements resulting from the displacements, BM (control point) will be implemented, and analysis of maximum river floods will be carried out with information from INAMHI (National Institute of Meteorology and Hydrology).
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