Effect of freeze–thaw process on the abrasion loss value of stones

Karaca, Zeki; Deliormanli, Ahmet Hamdi; Elçi, Hakan; Pamukcu, C.

doi:10.1016/j.ijrmms.2010.07.003

Cited by 69 publications

(19 citation statements)

References 12 publications

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“…The physical, mechanical, chemical and petrographical properties of rock, which are used as building materials, are important from the aspect of their uses in our daily life (Karaca et al, 2010).…”

Section: Introductionmentioning

confidence: 99%

Effects of high temperature on physico-mechanical properties of Turkish natural building stones

Ozguven

Özçelik

2014

Engineering Geology

144

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Section: Introductionmentioning

confidence: 99%

Effects of high temperature on physico-mechanical properties of Turkish natural building stones

Ozguven

Özçelik

2014

Engineering Geology

144

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“…Many studies have investigated the durability, in addition the physical and mechanical parameters of different rocks against frost-weathering action [12][13][14][15][16][17][18][19][20]. Jamshidi et al [12], Di Benedetto et al [13], and Vázquez et al [14] used some criteria according to physical-mechanical properties of building stones as durability estimators.…”

Section: Introductionmentioning

confidence: 99%

“…Bayram [15] proposed a statistical model to assess the rate of decrease values in unconfined compressive strength. Karaca et al [16] experimentally investigated the Böhme abrasion and widewheel abrasion parameters before and after frost-weathering tests. ey proposed the statistical models for the results of abrasion test before and after frost cycles.…”

Section: Introductionmentioning

confidence: 99%

Estimating Deterioration Rate of Some Carbonate Rocks Used as Building Materials under Repeated Frost Damage Process, China

Abdelhamid

Liu

Ren

et al. 2020

Advances in Materials Science and Engineering

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The degradation of natural rocks due to severe environmental conditions can influence their durability over an extended period of time. This research aims to investigate the long-term durability or disintegration rate of rocks used as construction materials under severe climatic conditions using frost damage action, and the deterioration rate was assessed using mathematical decay function approach. The mathematical model assumes an initial order operation and gives purposeful properties for the deterioration rate of rocks due to frost action. For this reason, six different limestone types used as building materials were quarried from limestone mine in China and subjected to a series of laboratory tests to determine the mineralogical, petrographical, physical, and mechanical characteristics. Then, 50 cycles of frost damage process was performed, and after each 10 cycles, the unconfined compressive strength, point load strength, and Schmidt rebound were determined. The disintegration rate or integrity loss characteristics of each rock type were assessed using the mathematical decay function approach parameters. This approach proved that the disintegration rate varies for the rocks of the same type especially which were extracted from the same areas, the rock durability under frost damage conditions can be estimated with good accuracy, the parameters of this model saved a lot of time and provided important practical features to assess a rapid durability, and hence, there is no need to carry out the frost damage test which is slow and consumes time.

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“…When the rock thaws, water flows through the micropores and causes the original fractures to expand [20][21][22]. Previous studies have examined the effects of F-T cycling on the properties of natural rocks, such as the strength, compressibility, porosity, pore size distribution, permeability, and mineral content [23][24][25][26][27][28][29].…”

Section: Introductionmentioning

confidence: 99%

Experimental Investigation of the Relationship between the P-Wave Velocity and the Mechanical Properties of Damaged Sandstone

Ding

Song

2016

Advances in Materials Science and Engineering

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To obtain an improved and more accurate understanding of the relationship between the P-wave velocity and the mechanical properties of damaged sandstone, uniaxial compression tests were performed on sandstone subjected to different high-temperature treatments or freeze-thaw (F-T) cycles. After high-temperature treatment, the tests showed a generally positive relationship between the P-wave velocity and mechanical characteristics, although there were many exceptions. The mechanical properties showed significant differences for a given P-wave velocity. Based on the mechanical tests after the F-T cycles, the mechanical properties and P-wave velocities exhibited different trends. The UCS and Young’s modulus values slightly decreased after 30, 40, and 50 cycles, whereas both an increase and a decrease occurred in the P-wave velocity. The UCS, Young’s modulus, and P-wave velocity represent different macrobehaviors of rock properties. A statistical relationship exists between the P-wave velocity and mechanical properties, such as the UCS and Young’s modulus, but no mechanical relationship exists. Further attention should be given to using the P-wave velocity to estimate and predict the mechanical properties of rock.

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Effect of freeze–thaw process on the abrasion loss value of stones

Cited by 69 publications

References 12 publications

Effects of high temperature on physico-mechanical properties of Turkish natural building stones

Effects of high temperature on physico-mechanical properties of Turkish natural building stones

Estimating Deterioration Rate of Some Carbonate Rocks Used as Building Materials under Repeated Frost Damage Process, China

Experimental Investigation of the Relationship between the P-Wave Velocity and the Mechanical Properties of Damaged Sandstone

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