The effect of stylolites on the deterioration of limestone: possible mechanisms of damage evolution

  • Nevin AlyEmail author
  • Timothy Wangler
  • Ákos Török
Thematic Issue
Part of the following topical collections:
  1. Stone in the Architectural Heritage: from quarry to monuments – environment, exploitation, properties and durability


This study presents five different lithotypes of limestone containing stylolites and commonly used as dimension stones in Egypt, Hungary and Israel. All the studied limestones are generally hard, dense, with high degree of cementation and have high strength and low porosity. Stylolites are small tooth-like irregular surfaces most often developed on the carbonate-rich stones. Insoluble particles, i.e., organic matter, oxides and clays are usually incorporated within the stylolitic planes. The presence of stylolites and their filling materials generally has a large effect on the physical and mechanical properties of the host stones. The main aim of this study is to evaluate the damage mechanism of different stylolitic limestones and to understand the role of the clay in the deterioration of these stones. Hundred cube samples (2 cm) of all the studied limestones were subjected to 500 thermal cycles (10–70 °C) and 20 cube samples (3 cm) of a grey Israeli limestone with high open porosity were subjected to multiple wet/dry cycles. The changes in mass, strength, and ultrasound Vp velocity, were measured to follow any damage that happened due to cycling. The thermal cycling was proved to be an effective deterioration mechanism of both Egyptian and Hungarian lithotypes. The response of Israel grey lithotype to the wet/dry cycling was clearly shown by the splitting of the tested samples through the stylolite planes and the sharp decrease of their strength.


Stone decay Stylolites Clays Limestone Thermal cycles Wet/dry cycles 



Nevin Aly was supported by the Swiss Government excellence postdoctoral scholarship (2016.0766/Aegypten/OP. The authors would like to thank Dr. Thibault Demoulin from the Institute for Building Materials, D-BAUG – ETH Zurich, for helping during the DMA measurements. Thanks are also given to Dr. Ayman Hamad from the Faculty of Petroleum and Mining Engineering, Suez University, Egypt, for his helpful suggestions during the work. The financial support of Hungarian National Research, Development and Innovation (NKFI) Fund (no. K 116532) to AT is appreciated. The authors also thank an anonymous reviewer for his valuable suggestions that improved the manuscript.


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© Springer-Verlag GmbH Germany, part of Springer Nature 2018

Authors and Affiliations

  1. 1.ETH ZurichInstitute for Building MaterialsZurichSwitzerland
  2. 2.Faculty of Petroleum and Mining EngineeringSuez UniversitySuezEgypt
  3. 3.Department of Engineering Geology and GeotechnicsBudapest University of Technology and EconomicsBudapestHungary

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