ROCK-FILLED DAM AND METHOD OF ITS CONSTRUCTION

摘要

use: for the area for construction, namely, to u043au043eu043du0441u0442u0440u0443u043au0446u0438u00a0u043c was u043du0430u0431u0440u043eu0441u043du044bu0445 dams and the ways of their u0432u043eu0437u0432u0435u0434u0435u043du0438u00a0 in u0443u0441u043bu043eu0432u0438u00a0u0445 existing water u043eu0445u0440u0430u043du0438u043bu0438u0449.the u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0: in the body of the dam 1, u0441u043eu0441u0442u043eu00a0u0449u0435u0439 stone outline of transitional zone 2, u00a0u0434u0440u043e is an integral, u0432u0435u0440u0445u043du00a0u00a0 part 3 which contains a u0444u0440u0430u043au0446u0438 yu rock mass, and u043du0438u0436u043du00a0u00a0 part 4 made of u043eu043au043eu043cu0433u043e u043bu0435u043au0442 u0435u0445u0438u0439.u0440u043eH and u0438u0443u043au0438 u0441u0442u0442u0435u0438u0437 d 3 oh u043cu043au043eu0432u0430u043du043du043eu0433u043e drill ground, is brought to u0441u043eu0441u0442u043eu00a0u043du0438u00a0 marginal density, and has a height defined by 5u00a0u0434u0440 to (0, 08-0.13) u043du0441u043au0432 where u043du0441u043au0432 forcing in a well under the impact of u0446u0435u043cu0435u043du0442u0430u0446u0438u043eu043du043du043eu0439 veil in u0442u0440u0435u0449u0438u043du043eu0432u0430u0442u043eu043c rocky ground; cz - factor.during the construction of the first u043eu0442u0441u044bu043fu0430u0435u0442u0441u00a0 in water at the base of the dipped layer omono river - u043bu0438u0447u0435u043du043du044bu0445 clay soils, densely packed in blocks of 10 u0441u043eu0441u0442u043eu00a0u043du0438u00a0 top plo u0442u043du043eu0441u0442u0438.then u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 u043fu0438u043eu043du0435u0440u043du044bu043c method with u0433u0440u0435u0431u043du00a0 mounds u043eu0442u0441u044bu043fu043au0443 petty factions of rock mass layer drill ground until u043eu0441u043du043eu0432u0430u043du0438u00a0 u0441u043bu043eu00a0 petty u0444u0440u0430u043au0446 and the rock mass in the drill ground layer until u043eu0441u043du043eu0432u0430u043du0438u00a0 layer small fractions of the rock mass is lower u0433u043bu0438 -. u043du0438u0441u0442u043eu0433u043e u0441u043bu043eu00a0 reaches 5u00a0u0434u0440.further u043eu043fu00a0u0442u044c with u0433u0440u0435u0431u043du00a0 mounds u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 u043eu0442u0441u044bu043fu043au0443 u043fu0438u043eu043du0435u0440u043du044bu043c way u043eu0442u043au043eu0441u0443 rock mass following the dipped u0441u043bu043eu00a0 u043eu043cu043eu043du043eu043bu0438u0447u0435u043d of clay soil, and the with the u043fu043eu0432u0442u043eu0440u00a0u0435u0442u0441u00a0. the border u0441u043eu043fu0440u00a0u0436u0435u043du0438u00a0 of upper and lower u0441u043bu043eu00a0 composite u00a0u0434u0440u0430 u043eu0431u0440u0430u0437u0443u0435u0442u0441u00a0 my comb. 2 u0441.u043f.u0444 - lu. 2). ah (l with hours of ke of 00 iO