Geotechnical impact analysis for the construction of an irrigation district in the department of Atlántico - Colombia.

Date
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Journal ISSN
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Publisher
Politécnico Colombiano Jaime Isaza Cadavid
Date
2022-09-30
Abstract
Description
In the present investigation, the analysis of the geotechnical incidence of the soils present in the municipality of Ponedera, located in the department of Atlántico, was carried out for the construction of an irrigation district by taking samples through manual apiques together with penetration tests. standard (SPT). This information was processed in a database for proper handling and analysis. As a product of this investigation, the type of soil was obtained, which were mostly inorganic clays and silts (CL and ML) and to a lesser extent silty and clayey sands (SM and SC), maps were also made in (SIG) of zoning of the type of soil and admissible capacities of said soils. No water table was found in the investigated soil area. Due to the type of information obtained following the guidelines of the Colombian Earthquake Resistant Regulation (NSR-10) and the RAS, this study contains useful information for future studies. It is concluded that the explored soil can support load capacities at approximately 3.0 meters depth of 31.8 Ton/m2 in clayey and silty soils.
En la presente investigación realizó el análisis de la incidencia geotécnica de los suelos presentes en el municipio de Ponedera, localizado en el departamento del Atlántico para la construcción de un distrito de riego mediante la toma de muestras a través de apiques manuales junto con ensayos de penetración estándar (SPT). Esta información fue procesada en una base de datos para su correcta manipulación y análisis. Como producto de esta investigación se obtuvo el tipo de suelo los cuales fueron en su mayoría arcillas y limos inorgánicos (CL y ML) y en poca medida arenas limosas y arcillosa (SM y SC), también se realizaron mapas en (SIG) de zonificación del tipo de suelo y capacidades admisibles de dichos suelos. No se encontró nivel freático en el área de suelo investigada. Este estudio por el tipo de información obtenida siguiendo los lineamientos del Reglamento Colombiano Sismo Resistente (NSR-10) y el RAS, contiene información de utilidad para futuros estudios. Se concluye que el suelo explorado puede soportar capacidades de carga a aproximadamente 3,0 metros de profundidad de 31,8 Ton/m2 en suelos arcillosos y limosos. The analysis of the geotechnical incidence of the soils present in the municipality of Ponedera, (Atlántico, Colombia) for the construction of an irrigation district was carried out by taking samples through manual piping and standard penetration tests (SPT). This information was processed in a database for analysis. The type of soil was obtained, which was mostly classified as inorganic clays and silts (CL and ML) and to a lesser extent silty and clayey sands (SM and SC), maps were made in (GIS) of soil type zoning and allowable capacities. No water table was found in the investigated soil area. Following the guidelines of the Colombian Earthquake Resistant Regulation (NSR-10) and the RAS, the usefulness for future studies is concluded. Finally, the soil explored can support load capacities at a depth of 3.0 meters of 31.8 Ton/m2.
Na presente investigação, foi realizada a análise da incidência geotécnica dos solos presentes no município de Ponedera, localizado no departamento de Atlântico, para a construção de um distrito de irrigação, coletando amostras através de apiques manuais juntamente com testes de penetração. padrão (SPT). Essas informações foram processadas em um banco de dados para o devido tratamento e análise. Como produto desta investigação, obteve-se o tipo de solo, em sua maioria argilas e siltes inorgânicas (CL e ML) e em menor grau siltos e areias argilosas (SM e SC), também foram feitos mapas em (SIG) de zoneamento do tipo de solo e capacidades admissíveis dos referidos solos. Não foi encontrado lençol freático na área de solo investigada. Devido ao tipo de informação obtida seguindo as diretrizes do Regulamento Colombiano de Resistência a Terremotos (NSR-10) e o RAS, este estudo contém informações úteis para estudos futuros. Conclui-se que o solo explorado pode suportar capacidades de carga a aproximadamente 3,0 metros de profundidade de 31,8 Ton/m2 em solos argilosos e siltosos.
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Keywords
Zonificación, geotecnia, tipos de suelos, SIG, Zoning, geotechnics, GIS
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