A COMPARISON OF METHODS OF DETERMINING LONG-TERM RESISTANCE TO DISPLACEMENT ALONG FROZEN SURFACES

dc.contributor.author	Haofen U.
dc.date.accessioned	2020-12-01T08:48:31Z
dc.date.available	2020-12-01T08:48:31Z
dc.date.issued	1996
dc.identifier	https://elibrary.ru/item.asp?id=20957512
dc.identifier.citation	Vestnik Moskovskogo universiteta. Seriâ 4: Geologiâ, 1996, , 3, 72-75
dc.identifier.issn	0579-9406
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/20053
dc.description.abstract	Long-term resistance to displacement along frozen surfaces is an important characteristic of the strength of frozen ground. A knowledge of the value of this characteristic is necessary when calculating the load-carrying capacity of frozen foundations. The paper compares two laboratory methods of testing resistance to displacement on frozen surfaces: pressing model posts frozen into the ground; and displacing a fragment of the foundation frozen with the ground. Various equations for calculating the long-term strength of frozen ground were also tested. It was shown that the loading regime influences the value of long-term resistance to displacement on frozen surfaces.
dc.title	A COMPARISON OF METHODS OF DETERMINING LONG-TERM RESISTANCE TO DISPLACEMENT ALONG FROZEN SURFACES
dc.type	Статья

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