METHOD OF ERECTING EMBANKMENT IN PERMAFROST ENVIRONMENT

摘要

method of construction of the embankment in the areas of u0432u0435u0447u043du043eu043cu0435u0440u0437u043bu044bu0445u0433u0440u0443u043du0442u043eu0432, including stowage u043fu0435u0440u0435u0443u0432u043bu0430u0436u043du0435u043du043du043eu0433u043e u0441u043bu043eu00a0 u0434u0440u0435u043du0438u0440u0443u044eu0449u0435u0433u043e soil and soil, the u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 m, with a view to u043fu043eu0432u044bu0448u0435u043du0438u00a0 sustainability and u0441u043eu043au0440u0430u0449u0435u043du0438u00a0 construction time, prior to fitting the u0441u043bu043eu00a0 u043fu0435u0440u0435u0443u0432u043bu0430u0436u043du0435u043du043du043eu0433u043e soil on soil layer u0442u0435u043fu043bu043eu0438u0437u043eu043bu00a0 u043cu0435u0440u0437u043bu044bu0439 put u044611u0438,but after laying u0441u043bu043eu00a0 u043fu0435u0440u0435u0443u0432u043bu0430u0436u043du0435u043du043du043eu0433u043e soil it is maintained in natural u0441u043eu0441u0442u043eu00a0u043du0438u0438 until u043fu0440u043eu043cu043eu0440u0430u0436u0438u0432u0430u043du0438u00a0, after which its surface and u043eu0442u043au043eu0441u043du044bu0435 of zack u0440u044bu0432u0430u044eu0442 layer u0442u0435u043fu043bu043eu0438u0437u043eu043bu00a0u0446u0438u0438 education around the u043fu0440u043eu043cu043eu0440u043eu0436u0435u043du043du043eu0433u043e closed shell ground u0442u0435u043fu043bu043eu0438u0437u043eu043bu00a0u0446u0438u043eu043du043du043eu0439 and u0434u0440u0435u043du0438u0440u0443u044eu0449u0435u0433u043e soil layer placed on u043fu043eu0432u0435u0440u0445u043du043e u0442u0435u043fu043bu043eu0438u0437u043eu043bu00a01u0449u043eu043du043du043eu0439 u043eu0431u043eu043bu043eu0447u043au0438.i (l ism.