Zobrazeno 1 - 8
of 8
pro vyhledávání: '"S. G. Gevorkyan"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:326-331
The article presents the results of experimental studies of the dependence of strength and deformation parameters of ice and highly ice-rich frozen soils on temperature and ice content. The type of compressive strength was established depending on te
Publikováno v:
Public health of the Far East Peer-reviewed scientific and practical journal. :31-37
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:420-424
The results of laboratory studies of the strength of frozen fine sand in a wide range of moisture content are presented. Plots of the strength vs moisture content (ice content) and an evaluation of their overall character at different temperatures ar
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:204-211
Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined.
Publikováno v:
Water Resources. 38:934-943
The impact of mineralized water on frozen soil causes dissolution of ice contained in the latter, resulting in cooling of the frozen soil. A procedure has been proposed for predicting the process of ice dissolution in frozen soil under the effect of
Autor:
Zh. Kh. Kalantarova, S. G. Gevorkyan
Publikováno v:
Hydrotechnical Construction. 26:681-684
Autor:
Zh. Kh. Kalantarova, S. G. Gevorkyan
Publikováno v:
Hydrotechnical Construction. 26:286-290
The most effective and reliable means of protecting coasts from tsunamis is to construct special engineering structures. Shore embankments and walls are constructed for protection against tsunamis. The height of the embarkrnents is determined on the
Publikováno v:
International Geology Review. 29:1035-1043