Assessment of the method for abrasion resistance determination of sandstones on Böhme abrasion test apparatus
P Strzałkowski, U Kaźmierczak, M Wolny - Bulletin of Engineering Geology …, 2020 - Springer
P Strzałkowski, U Kaźmierczak, M Wolny
Bulletin of Engineering Geology and the Environment, 2020•SpringerThe article analyses the method of testing the abrasion resistance of sandstones on Böhme
abrasion test apparatus and describes the problems related to the implementation of this
test, as well as the interpretation of the results. The tests were conducted in accordance with
the requirements of the EN14157 standard on 14 samples of dry and water-saturated
sandstones. The analysis of the results showed that the correlation coefficient for the results
obtained in the case of dry samples tests in relation to water saturation was 0.944. It was …
abrasion test apparatus and describes the problems related to the implementation of this
test, as well as the interpretation of the results. The tests were conducted in accordance with
the requirements of the EN14157 standard on 14 samples of dry and water-saturated
sandstones. The analysis of the results showed that the correlation coefficient for the results
obtained in the case of dry samples tests in relation to water saturation was 0.944. It was …
Abstract
The article analyses the method of testing the abrasion resistance of sandstones on Böhme abrasion test apparatus and describes the problems related to the implementation of this test, as well as the interpretation of the results. The tests were conducted in accordance with the requirements of the EN14157 standard on 14 samples of dry and water-saturated sandstones. The analysis of the results showed that the correlation coefficient for the results obtained in the case of dry samples tests in relation to water saturation was 0.944. It was also observed that the loss of volume during the abrasion process in the individual stages of the test is smaller with the increase of rotation on the disc. In the case of dry samples abrasion, the reason for this is the mixing of abrasive grain and worn stone. In the case of samples tested under conditions of water saturation, the sample is covered with the abrasive grain, which in further phases is liquefied and mixed with the worn stone mass. In this case, however, the abrasion is worse in comparison with the samples tested in the dry condition, because the liquid and mixed abrasive grain with the worn rock mass causes the sample to slide, which in turn results in the abrasion volume loss. The control of the abrasion resistance results obtained from the stone abrasion according to the EN14157 standard should be a comparison with the abrasion resistance results obtained in the process of calculating the abrasion volume loss of sample determined from height.
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