Skip to main content
Log in

Slaking behavior of evaporitic rocks from Abu Dhabi area, United Arab Emirates

  • 3rd CAJG 2020
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

Slaking behavior of rocks is an essential indicator of their ability to resist degradation and is commonly assessed via the second cycle of slake durability index (Id2, SDI) test. In Abu Dhabi area, the evaporitic rocks commonly extend from the near surface to several meters depth, so that they lie at the foundation level of buildings and other infrastructures. Evaporites pose significant challenges for the construction sectors due to the easily degradable nature of these rocks. This study presents new and definitive data for evaporites that provides essential information for the construction businesses, engineers, and decision makers. Eighty-six rock blocks from eleven locations were collected. A representative sample of each block was extracted for slake durability testing. Samples were prepared and tested according to ASTM standards. Before and after the slaking process, the mineralogical composition and characteristic textures of the samples were examined in petrographic thin section and via XRD (X-ray diffraction), XRF (X-ray fluorescence), and SEM (scanning electron microscopy) analyses. Based on multiple cycling, Id1 to Id4, the slake test data for evaporitic rocks from Abu Dhabi indicate high to very low values. The weight loss values from the first to the fourth cycle (Id1–Id4) of all samples lie in the range 40 to 93 wt%. This is attributed to chemical and mineralogical properties of the evaporites, which allow rapid development of hydration-dehydration effects. The evaluation of the slaking behavior of evaporitic rocks provides explanations for durability problems associated with these rocks in the study area and elsewhere.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

Data availability

The datasets generated and/or analyzed during the current study are available from the corresponding author on reasonable request.

References

  • Abdelghany O, Abu Saima M, Arman H, Fowler A (2015) Gypsiferous bedrocks and soils of Abu Dhabi and their implications for engineering geozoning, In Proceedings of the Third International Conference on Engineering Geophysics-Leading through Creativity, Innovation and Sustainability. Al Ain, United Arab Emirates, November 15-18, EG26, 156-159.

  • Anthony HM (2006) Gypsum dissolution geohazards at Ripon, North Yorshire, UK. IAEG2006 Field Guide Ripon, 1-14.

  • Arman H (2021) Correlation of uniaxial compressive strength with indirect tensile strength (Brazilian) and 2nd cycle of slake durability index for evaporitic rocks. Geotech Geol Eng 39:1583–1590

    Article  Google Scholar 

  • Arman H, Abdelghany O, Aldahan A, Abu-Saima M, Mahmoud B, Fowler J, Alrashdi S (2018) Degradability characteristics of evaporite rocks from Al Ain city, United Arab Emirates. XIII IAEG Congress/AEG 61st Annual Meeting “Engineering Geology for a Sustainable World”, September 15-23 2018, San Francisco, California, USA, AEG News, AEG/IAEG, Program with Abstract, 60(3), 93.

  • ASTM D4644-16 (2016) Standard test method for slake durability of shales and other similar weak rocks, ASTM International, West Conshohocken, PA.

  • Dhakal G, Yoneda T, Kota M, Kaneko K (2002) Slake durability and mineralogical properties of some pyroclastic and sedimentary rocks. Eng Geol 65:31–45

    Article  Google Scholar 

  • Franklin JA, Chandra R (1972) The slake durability test. Int J Rock Mech Min Sci 9(1):325–341

    Article  Google Scholar 

  • Geological Map of Abu Dhabi (2006) Digital Map, 1:100 000, United Arab Emirates. United Arab Emirates Ministry of Energy, Department of Geology and Mineral Resources.

  • James AN, Cooper AH, Holiday DW (1981) Solution of the gypsum cliff (Permian, Middle Marl) by the River Ure at Ripon Parks. North Yorkshire, New York, Proc. Yorkshire Geol Soc 43:443–450

    Google Scholar 

  • Kayabali K, Beyaz T, Kolay E (2006) The effect of the pH of the testing liquid on the slake durability of gypsum. Bull Eng Geol Environ 64:65–71

    Article  Google Scholar 

  • Vlastelica G, Miscevic P, Cvitanovic NS (2018) Durability of soft rocks in Eocene flysch formation (Dalmatia, Croatia). Eng Geol 245:207–217

    Article  Google Scholar 

  • Yilmaz I, Karacan E (2005) Slaking durability and its effect on the doline formation in the gypsum. Environ Geol 47:1010–1016

    Article  Google Scholar 

Download references

Acknowledgements

The authors wish to express special thanks to the research assistant, technicians, and students who participated in the field and laboratory work.

Code availability

No specific software was used for this study.

Funding

This research was funded by the United Arab Emirates University, Research Affairs, National Water and Energy Center, with the research project number NWEC-4-2018–31R193.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hasan Arman.

Ethics declarations

Conflict of interest

The authors declare no competing interests.

Additional information

Responsible Editor: Zeynal Abiddin Erguler

This paper was selected from the 3rd Conference of the Arabian Journal of Geosciences (CAJG), Tunisia 2020.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Arman, H., Abdelghany, O., Saima, M.A. et al. Slaking behavior of evaporitic rocks from Abu Dhabi area, United Arab Emirates. Arab J Geosci 14, 924 (2021). https://doi.org/10.1007/s12517-021-07295-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-021-07295-w

Keywords

Navigation