Investigation of the effects of wetting–drying and freezing–thawing cycles on some physical and mechanical properties of selected ignimbrites

This study was performed to investigate the changes in the physical and mechanical parameters of ignimbrites of different colors (black, red, yellow, gray) from Central Anatolia under the influence of wetting–drying and freezing–thawing cycles. For this purpose, 96 NX-size core samples were prepared. The unit weight, specific gravity, apparent porosity, water absorption by weight, slake durability index, uniaxial compressive strength, and P-wave velocity of each ignimbrite sample before conversion were determined. All of these parameters were then redetermined every 10 cycles (for a total of 50 cycles) for each sample. The changes in the values of the parameters after these set numbers of cycles were evaluated statistically. The petrographic and chemical compositions of the volcanic rocks influence their physical and mechanical properties, so some changes were also observed in the ignimbrite samples after these physical processes. Freezing and thawing cycles were observed to have an obvious impact on the physical and mechanical properties of the samples. The greatest changes were observed in black ignimbrite (with ferromagnesian minerals).

[1]  A. Özbek,et al.  Engineering properties of Hınıs ignimbrites and their usability as a building stone (Erzurum, Turkey) , 2006 .

[2]  Ahmet Özbek,et al.  Estimating uniaxial compressive strength of rocks using genetic expression programming , 2013 .

[3]  Ulf Isacsson,et al.  Thaw Weakening of Pavement Structures in Cold Regions, state-of-the-art , 1999 .

[4]  E. T. Brown Rock characterization, testing & monitoring: ISRM suggested methods , 1981 .

[5]  Abdul Shakoor,et al.  A Laboratory Investigation of the Effects of Cyclic Heating and Cooling, Wetting and Drying, and Freezing and Thawing on the Compressive Strength of Selected Sandstones , 2003 .

[6]  A. B. Yavuz Durability assessment of the Alaçatı tuff (Izmir) in western Turkey , 2012, Environmental Earth Sciences.

[7]  H. Yavuz,et al.  Effect of freeze–thaw and thermal shock weathering on the physical and mechanical properties of an andesite stone , 2011 .

[8]  E. T. Brown,et al.  Rock characterization testing and monitoring , 1981 .

[9]  Mehmet Unsal GEP Modeling of Penetration Depth in Sharp Crested Weirs , 2012 .

[10]  D. Deere,et al.  Engineering classification and index properties for intact rock , 1966 .

[11]  R Altindag,et al.  A decay function model for the integrity loss of rock when subjected to recurrent cycles of freezing-thawing and heating-cooling , 2004 .

[12]  M. R. Yeung,et al.  Effect of water saturation on deterioration of welded tuff due to freeze-thaw action , 2004 .

[13]  Adil Binal,et al.  A new laboratory rock test based on freeze–thaw using a steel chamber , 2009 .

[14]  J. Gamble Durability - Plasticity Classification of Shales and Other Argillaceous Rocks , 1971 .

[15]  Tamer Topal,et al.  Deterioration mechanisms of tuffs in Midas monument , 2003 .

[16]  Kim Robert Lisø,et al.  A frost decay exposure index for porous, mineral building materials , 2007 .

[17]  F. Innocenti,et al.  The Neogene calcalkaline volcanism of Central Anatolia: geochronological data on Kayseri—Nigde area , 1975, Geological Magazine.