Experimental Investigation and Prediction of Mechanical Properties of Carbonate Rocks Under Uniaxial and Triaxial Compressions.

Abstract read

In one paragraph

Article in Materials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed

–field-weighted citation impact

1 · What the graph read from it

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2 · The registry

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3 · Its place in the literature

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0 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

3 authors.

Esraa AlomariDepartment of Civil and Architectural Engineering and Construction Management, University of Wyoming, Laramie, WY 82071, USA.ORCID 0000-0001-5117-886X

Kam NgDepartment of Civil and Architectural Engineering and Construction Management, University of Wyoming, Laramie, WY 82071, USA.ORCID 0000-0001-5099-5454

Lokendra KhatriDepartment of Civil and Architectural Engineering and Construction Management, University of Wyoming, Laramie, WY 82071, USA.ORCID 0000-0002-5951-3252

Funding

Wyoming Department of Transportation RS09220

6 · The paper itself

Abstract

Compressive strength and Young's modulus are key design parameters in rock engineering, essential for understanding the mechanical behavior of carbonate rocks. Understanding the mechanical behavior of carbonate rocks under varying load conditions is crucial for geotechnical stability analysis. In this paper, empirical relationships are developed to predict the mechanical properties of carbonate rocks. A series of uniaxial and triaxial compression experiments were conducted on carbonate rocks including limestone, dolostone, and granite from Wyoming. In addition, experimental data on different carbonate rocks from the literature are compiled and integrated into this study to evaluate the goodness of fit of our proposed empirical relationships in the prediction of compressive strength and Young's modulus of carbonate rocks. Regression analysis was used to develop predictive models for the uniaxial compressive strength (UCS), Young's modulus (E), and triaxial compressive strength (σ1) incorporating parameters such as the porosity (

Indexed as

carbonate rockscompressive strengthconfining pressureporositywing crack modelYoung’s modulus

Identifiers

PMID40141494

DOI10.3390/ma18061211

PMCPMC11944160

What OpenQuestion holds

Textmetadata

LicenceCC BY

Read underepoch 390

Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.