EFFECT OF FREEZING AND THAWING PROCESSES ON SOIL AGGREGATE STABILITY

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dc.contributor.author Oztas T.
dc.contributor.author Fayetorbay F.
dc.date.accessioned 2022-01-08T02:10:24Z
dc.date.available 2022-01-08T02:10:24Z
dc.date.issued 2003
dc.identifier https://www.elibrary.ru/item.asp?id=1471337
dc.identifier.citation Catena, 2003, 52, 1, 1-8
dc.identifier.issn 0341-8162
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/34174
dc.description.abstract The effect of freezing and thawing on wet aggregate stability of soils formed on different parent materials was determined for different aggregate size groups (0.0-1.0; 1.0-2.0; and 2.0-4.0 mm), different water contents and for various freezing and thawing cycles (three, six and nine times) and freezing temperatures (-4 and -18 °C). The initial wet aggregate stability decreased with freeze-thaw treatments by 28.6-51.7% depending on soil type, and was more pronounced with increased moisture contents at freezing. The percent decrease in wet aggregate stability for different aggregate size groups ranged from 13.8% to 57.7%. Wet aggregate stability generally increased when the number of freezing and thawing cycles increased from 3 to 6, but decreased after that point. The percentage of water-stable aggregates in all soils at -18 °C was less than that at -4 °C.
dc.subject AGGREGATE STABILITY
dc.subject FREEZING-THAWING
dc.subject SOIL STRUCTURE
dc.title EFFECT OF FREEZING AND THAWING PROCESSES ON SOIL AGGREGATE STABILITY
dc.type Статья


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