Volume 1, Issue 2 — Year 2024 — Article e100020

ISSN (Online): 3115-8129 Biannually

Assessing Rock Hardness of Isfahan Sandstone using the Cerchar Abrasivity Index (CAI)

Article Type: Research
Pages: e100020
DOI: https://doi.org/10.22034/CGEL.1.2.e100020

Authors
Affiliations
  1. Faculty of Engineering and Nature Science, KTO Karatay University, Konya 42020, Türkiye
  2. Faculty of Engineering and Nature Science, KTO Karatay University, Konya 42020, Türkiye
Corresponding author
Email: Aaghapour.mahdi@gmail.com
Received: 17 September 2024 / Accepted: 10 December 2024 / Published: 25 December 2024
Abstract

This study investigates the geomechanical properties of sandstone from the southern part of Isfahan city using the Cerchar Abrasivity Index (CAI), Unconfined Compressive Strength (UCS), and point load tests. Twelve sandstone samples were analyzed to evaluate their abrasiveness and mechanical strength. The CAI value was determined to be 3.55, indicating a moderately high level of abrasiveness. The UCS test revealed strength of 35 MPa, and the estimated Hardness Rating (HR) was 25.6. These findings offer critical insights into the material properties of Isfahan’s sandstone, which are essential for construction and excavation projects in the region. The results provide a useful framework for predicting tool wear and rock behavior during engineering operations.

Keywords

Rock hardness, Isfahan sandstone, Cerchar abrasivity index (CAI), Abrasivity testing, Geotechnical assessment

Data availability statement

The data supporting the findings of this study are available within article. No publicly archived dataset was generated.

Funding

This research received no external funding.

Highlights
  • Sandstone shows moderate to high abrasivity
  • UCS and CAI define rock strength and wear
  • Results support excavation and construction planning
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How to cite
Aaghapour, M., & Çelik, A. (2024). Assessing Rock Hardness of Isfahan Sandstone using the Cerchar Abrasivity Index (CAI). Civil and Geoengineering Letters, 1(2), e100020. https://doi.org/10.22034/CGEL.1.2.e100020
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