Litcius/Paper detail

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

Adrienn Tomor, John M. Nichols, Zoltán Orbán

2023International Journal of Architectural Heritage13 citationsDOIOpen Access PDF

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.

Topics & Concepts

Compressive strengthMoistureGeotechnical engineeringSaturation (graph theory)Materials scienceWater contentWater saturationComposite materialGeologyMathematicsPorosityCombinatoricsRock Mechanics and ModelingSoil and Unsaturated FlowGrouting, Rheology, and Soil Mechanics