UCL Discovery Stage
UCL home » Library Services » Electronic resources » UCL Discovery Stage

Evaluation of the Loss of Uniaxial Compressive Strength of Sandstones Due to Moisture

Tomor, Adrienn K; Nichols, John M; Orbán, Zoltán; (2023) Evaluation of the Loss of Uniaxial Compressive Strength of Sandstones Due to Moisture. International Journal of Architectural Heritage 10.1080/15583058.2023.2188313. (In press). Green open access

[thumbnail of Tomor (2023) Evaluation of the Loss of Uniaxial Compressive Strength of Sandstones Due to Moisture.pdf]
Preview
PDF
Tomor (2023) Evaluation of the Loss of Uniaxial Compressive Strength of Sandstones Due to Moisture.pdf - Published Version

Download (7MB) | Preview

Abstract

The reduction in uniaxial compressive strength (UCS) was investigated for sandstones under various moisture levels. Thirty-four UK Darney sandstone samples were tested under six different moisture conditions. The time-dependent moisture gain and loss were also evaluated. For 77 sandstones identified in the literature, the loss of UCS between oven-dry and saturated conditions was up to 45%, with an average of 20%. For Darney stone, the average loss of UCS was around 20%, with UCS around 72 N/mm2 when oven-dry and 58 N/mm2 when fully saturated. During saturation, significant loss of UCS occurred soon after exposure to water with 80% of UCS being lost within the first 2.5–6 hours. For Darney stone 50% of UCS was lost at air-dry conditions. Results from the 78 sandstone types were compared with the equivalent compressive strength defined by BS EN 772–1:2011 for oven-dry, air-dry, and saturated conditions. The estimated values by BS EN 772–1:2011 for dry and saturated UCS agreed well with the available test data and indicated a lower-bound solution. For immersed conditions, BS EN 772–1:2011, however, overestimates the reduction in UCS for a large number of samples and provides an average, instead of a lower-bound solution.

Type: Article
Title: Evaluation of the Loss of Uniaxial Compressive Strength of Sandstones Due to Moisture
Open access status: An open access version is available from UCL Discovery
DOI: 10.1080/15583058.2023.2188313
Publisher version: https://doi.org/10.1080/15583058.2023.2188313
Language: English
Additional information: © 2023 The Author(s). Published with license by Taylor & Francis Group, LLC. This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-ncnd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way. The terms on which this article has been published allow the posting of the Accepted Manuscript in a repository by the author(s) or with their consent.
Keywords: BS EN 772-1:2011, sandstone, saturation, UCS, Uniaxial compressive strength, water content
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of the Built Environment
URI: https://discovery-pp.ucl.ac.uk/id/eprint/10167508
Downloads since deposit
5,076Downloads
Download activity - last month
Download activity - last 12 months
Downloads by country - last 12 months

Archive Staff Only

View Item View Item