METHOD FOR DETERMINING THE CARRYING CAPACITY bored piles

摘要

1.method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 u0431u0443u0440u043eu043du0430u0431u0438u0432u043du043eu0439 pile load capacity, including its preliminary construction by rotational u043fu043eu0433u0440u0443u0436u0435u043du0438u00a0 in casing soil inventory the u0442u0435u0440u00a0u0435u043cu044bu043c nozzle, the subsequent filling pipes u0430u0440u043cu0430u0442u0443u0440u043du044bu043c frame and concrete and in reaching the last project of annex u0441u0442u0430u0442u0438u0447u0435u0441u043au043e in u0432u0434u0430u0432u043bu0438u0432u0430u044eu0449u0435u0439 loads to the and the measurement of its u043fu0435u0440u0435u043cu0435u0449u0435u043du0438u00a0, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 orderbefore filling the casing pipes in concrete there are glass, between which and the nozzle are the u0443u0441u0438u043bu0438u00a0, u0441u0432u00a0u0437u0430u043du043du044bu0439 with u0440u0435u0433u0438u0441u0442u0440u0438u0440u0443u044eu0449u0435 two devices that are on the surface of soil.;2. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the glass and the u0432u0432u043eu0434u00a0u0442 in u043eu0431u0441u0430u0434u043du0443u044e pipe together with the u0430u0440u043cu0430u0442u0443u0440u043du044bu043c frame.;3. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the height of not less than 1.5 are equal to outer diameter of the casing pipe.;4. method for u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the sensor u0443u0441u0438u043bu0438u00a0 isolated from the surrounding space around the perimeter of the glass through the ring, carried out on the flexibly the material which is set between the nozzle and the glass.