METHOD OF NORMAL FORCES heave acting in the opposite direction to heave tangential forces

摘要

1.the way to protect u0441u0432u0430u0439u043du043eu0433u043e foundation of cold u043fu0443u0447u0435u043du0438u00a0, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 in that it provides for the management of normal and u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0445 u0441u043eu0441u0442u0430u0432u043bu00a0u044eu0449u0438u0445 forces cold u043fu0443u0447u0435u043du0438u00a0 operating on the foundation with the surrounding soil during his u043fu0440u043eu043cu0435u0440u0437u0430u043du0438u00a0, which u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 by u0444u043eu0440u043cu0438u0440u043eu0432u0430u043du0438u00a0 normal composition u043bu00a0u044eu0449u0438u0445 forces cold u043fu0443u0447u0435u043du0438u00a0 operating timber off with it in the directionthe opposite effects of u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0445 u043fu0443u0447u0435u043du0438u00a0 forces operating in the timber off with it.;2. method for p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 order, the formation of a normal u0441u043eu0441u0442u0430u0432u043bu00a0u044eu0449u0438u0445 forces cold u043fu0443u0447u0435u043du0438u00a0 operating timber off with it in the direction opposite the effects of u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0445 forces u043fu0443u0447u0435u043du0438u00a0, u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 by installing the u0430u043du043au0435u0440u043du043eu0439 slabs, u0437u0430u043au0440u0435u043fu043bu00a0u0435u043cu043eu0439 barrel pile on the length, the depth of seasonal u043fu0440u043eu043cu0435u0440u0437u0430u043du0438u00a0 soil there u0437u0430u043bu043eu0436u0435u043du0438u00a0 foundationand to the u0437u0430u043bu043eu0436u0435u043du0438u00a0 locomotor u0430u043du043au0435u0440u043du043eu0439 plates u0431u0443u0440u00a0u0442 keyhole diameter which corresponds to the longitudinal size of the u0430u043du043au0435u0440u043du043eu0439 slabs.;3. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 2, so that the locomotive u0430u043du043au0435u0440u043du043eu0439 plates are equal at least part of the area of the lateral surface of the pile u0434u0435u0441u00a0u0442u043eu0439 at length, locat u043bu043eu0436u0435u043du043du043eu043c within 2 / 3 u0441u043bu043eu00a0 seasonal u043fu0440u043eu043cu0435u0440u0437u0430u043du0438u00a0.;4. method for ap.1 and 2, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, u0434u043bu00a0 u0443u0441u0438u043bu0435u043du0438u00a0 efficiency u0434u0435u0439u0441u0442u0432u0438u00a0 normal u0441u043eu0441u0442u0430u0432u043bu00a0u044eu0449u0435u0439 forces cold u043fu0443u0447u0435u043du0438u00a0, opposing u0432u044bu043fu0443u0447u0438u0432u0430u043du0438u044e foundation, u0432u0431u043bu0438u0437 and piles in the soil are u0441u0435u0437u043eu043du043du043eu0434u0435u0439u0441u0442u0432u0443u044eu0449u0438u0435 device u0434u043bu00a0 u043eu0445u043bu0430u0436u0434u0435u043du0438u00a0 and u0437u0430u043cu043eu0440u0430u0436u0438u0432u0430u043du0438u00a0 ground heat exchanger by u0433u0440u0443u043du0442u043eu0432u043eu0433u043e border seasonal p u0440u043eu043cu0435u0440u0437u0430u043du0438u00a0 and u0442u0435u043fu043bu043eu0438u0437u043eu043bu00a0u0446u0438u0435u0439 connecting u0442u0435u043fu043bu043eu043fu0440u043eu0432u043eu0434u0430 from the surrounding soil.