Study of the relationship between uniaxial compressive strength and the point loadindex test in rocks from the bank in Seybaplaya Campeche Mexico

The present research focuses on analyzing the uniaxial compressive strength of rocks and its relationship with point load index testing. It is important to note that Seybaplaya, located in Campeche Mexico, is recognized for its fishing, industrial and commercial activities and where a rock bench is located from which samples were obtained to carry out the study. As a result, equations were developed that allow predicting the simple uniaxial compressive strength based on the values obtained from the point load index test. It is relevant to highlight that these relationships are valid only for rocks with lithological characteristics similar to those used in this study. The analysis results and conclusions demonstrate the linearity of the relationships between the simple uniaxial compressive strength and the point load index test.

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Publication Details

Journal
Revista de Aplicaciones de la Ingeniería
Published
2024-10-31
DOI
https://doi.org/10.35429/jea.2024.32.11.36.42
Primary Topic
Endodontics and Root Canal Treatments
Type
article
Field-Weighted Citation Impact
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article

Study of the relationship between uniaxial compressive strength and the point loadindex test in rocks from the bank in Seybaplaya Campeche Mexico

Youness El Hamzaoui, Leonardo Palemón-Arcos, Yuriko Gutiérrez-Can, José Wilber Naal-Pech
Revista de Aplicaciones de la Ingeniería
Endodontics and Root Canal Treatments
article

Study of the relationship between uniaxial compressive strength and the point loadindex test in rocks from the bank in Seybaplaya Campeche Mexico

Youness El Hamzaoui, Leonardo Palemón-Arcos, Yuriko Gutiérrez-Can, José Wilber Naal-Pech
article en

Abstract

The present research focuses on analyzing the uniaxial compressive strength of rocks and its relationship with point load index testing. It is important to note that Seybaplaya, located in Campeche Mexico, is recognized for its fishing, industrial and commercial activities and where a rock bench is located from which samples were obtained to carry out the study. As a result, equations were developed that allow predicting the simple uniaxial compressive strength based on the values obtained from the point load index test. It is relevant to highlight that these relationships are valid only for rocks with lithological characteristics similar to those used in this study. The analysis results and conclusions demonstrate the linearity of the relationships between the simple uniaxial compressive strength and the point load index test.

Revista de Aplicaciones de la Ingeniería
Universidad Autónoma del Carmen (MX)
Universidad Autónoma del Carmen, Sistema Nacional de Investigadores
Life below water
Openalex Percentile: Top 71%
Endodontics and Root Canal Treatments
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