Uniaxial compressive strength and durability of sandstones and marls with varying moisture content
- Proceedings
- EUROCK 2026
- Pages
- 309-314
- Submitted
- 28 January 2026
- Accepted
- 15 June 2026
- Published
- 12 August 2026
Summary
Abstract
The compressive strength of sedimentary rocks varies significantly with moisture content. In this study, Point Load Tests (PLT) and corresponding Uniaxial Compressive Strength (UCS) correlations were determined for marl and sandstone samples with varying water contents, tested in two pilot areas in the northern Adriatic. The specimens were collected from the coastal zone where cyclic wetting and drying occurs, influencing the mechanical stability of the rock mass. Samples were tested in their in situ condition, after 24 hours, and after one week of wetting. PLT on irregular samples and Slake Durability Test were performed in the Geotechnical Laboratory at the Faculty of Civil Engineering, University of Rijeka following the standardized procedures. Marls testing results indicate a clear reduction in UCS with increasing water content, while Slake Durability Tests revealed high resistance to low disintegration of marls under cyclic environmental conditions. On the other hand, sandstone samples have shown varying behaviour, depending on the period of sampling, initial water content and moisture penetration regimes. The results indicate that the mechanical properties of the rock mass are significantly affected by its heterogeneity and the environmental conditions in which it occurs. Furthermore, they emphasize the need to account for additional controlling factors to improve the interpretation of index test results and to validate the mechanical behaviour of surface materials exposed to marine environmental conditions.
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References
- ASTM (2004) Standard test method for slake durability of shales and similar weak rocks (D4644-87), Philadelphia
- Brown ET (1981) Rock Characterization, Testing and Monitoring – ISRM Suggested Methods, Oxford: Pergamon Press, 171-183
- Croatian Geological Institute (2009): Geological map of the Republic of Croatia M 1:300,000. – Croatian Geological Institute, Department of Geology, Zagreb
- Gamble JC (1971) Durability-plasticity classification of shales and other argillaceous rocks. Ph.D Thesis. University of Illinois
- ISRM (1981) Suggested methods for determining hardness and abrasiveness of rocks. In: Brown ET editor. Rock characterization, testing and monitoring: ISRM suggested Methods. Oxford: Pergamon; 1981. p. 95–6.
- ISRM (1985) Suggested method for determining Point Load Strength, Int.J.Rock Mech. Min. Sci. &Geomech. Abstr. Vol 22, No 2, pp 51-60, Pergamon press Ltd, Great Britain.
- Lashkaripour GR (2002) Predicting mechanical properties of mudrock from index parameters. Bull EngGeol Environ 61:73–77
- Singh RN, Hassani FP, Elkington PAS (1983) The application of strength and deformation index testing to the stability assessment of coal measures excavations. Proceedings of 24th US symposium on rock mechanics, Texas A & M Univ, AEG, 599–609
- Singh TN, Kainthola A, Venkatesh A (2012) Correlation between point load index and uniaxial compressive strength for different rock types. Rock Mech Rock Eng 45:259–264
- VelićandVlahović (2009) Interpreter of geological maps 1:300,000. – Croatian Geological Institute, Zagreb, 147 pp.