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On the reliability of experimental data in the geomechanical characterization of dimension stones

A. C. Angrisani, View ORCID ProfileD. Di Martire, D. Calcaterra, M. de'Gennaro and M. Ramondini
Quarterly Journal of Engineering Geology and Hydrogeology, 51, 193-201, 19 March 2018, https://doi.org/10.1144/qjegh2017-054
A. C. Angrisani
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
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  • For correspondence: annaclaudia.angrisani@unina.it
D. Di Martire
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
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  • ORCID record for D. Di Martire
D. Calcaterra
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
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M. de'Gennaro
Innova s.c.r.l., via Campi Flegrei, 34, Pozzuoli, NA, 80078, Italy
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M. Ramondini
Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, Via Claudio 21, Napoli 80125, Italy
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Abstract

In the last 40 years different procedures to estimate standard properties of dimension stones have been proposed by Italian and European technical committees as well as by international associations. The introduction of numerous and different standards, based on different sampling and testing conditions, has produced many practical consequences over the years, such as the doubtful reliability of results from the tests. This paper deals with this issue, analysing the differences between uniaxial compressive strength values of a Miocene limestone from the Central–Southern Apennines, Italy, calculated with four different standard procedures and evaluating the effects of loading rate, environmental conditions, specimen size and shape on the measured values. An additional finding of this study is a specific correlation between uniaxial compressive strength data and the size-corrected point load strength index. Although there are several studies asserting that point load test is an attractive alternative for indirect uniaxial compressive strength evaluation, there are many variables affecting this correlation, as shown by the high variability of results reported in the literature.

  • © 2018 The Author(s). Published by The Geological Society of London. All rights reserved

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Quarterly Journal of Engineering Geology and Hydrogeology: 51 (2)
Quarterly Journal of Engineering Geology and Hydrogeology
Volume 51, Issue 2
May 2018
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On the reliability of experimental data in the geomechanical characterization of dimension stones

A. C. Angrisani, D. Di Martire, D. Calcaterra, M. de'Gennaro and M. Ramondini
Quarterly Journal of Engineering Geology and Hydrogeology, 51, 193-201, 19 March 2018, https://doi.org/10.1144/qjegh2017-054
A. C. Angrisani
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
  • Find this author on Google Scholar
  • Find this author on PubMed
  • Search for this author on this site
  • For correspondence: annaclaudia.angrisani@unina.it
D. Di Martire
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
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  • ORCID record for D. Di Martire
D. Calcaterra
Department of Earth, Environmental and Resources Sciences, University of Naples Federico II, Largo San Marcellino 10, Napoli 80138, Italy
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M. de'Gennaro
Innova s.c.r.l., via Campi Flegrei, 34, Pozzuoli, NA, 80078, Italy
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M. Ramondini
Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, Via Claudio 21, Napoli 80125, Italy
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On the reliability of experimental data in the geomechanical characterization of dimension stones

A. C. Angrisani, D. Di Martire, D. Calcaterra, M. de'Gennaro and M. Ramondini
Quarterly Journal of Engineering Geology and Hydrogeology, 51, 193-201, 19 March 2018, https://doi.org/10.1144/qjegh2017-054
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