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Целью иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑвлÑетÑÑ Ð²ÐµÑ€Ð¸Ñ„Ð¸ÐºÐ°Ñ†Ð¸Ñ Ð¼ÐµÑ‚Ð¾Ð´Ð¸ÐºÐ¸ Ð¾Ð¿Ñ€ÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð¶ÐµÑткоÑти забивной виÑÑчей Ñваи. Ð’ задачи работы входит определение жеÑткоÑти Ñваи при помощи ручного и автоматизированных раÑчетов, Ñравнение полученных результатов, определение погрешноÑти раÑчетов в программных комплекÑах и анализ влиÑÐ½Ð¸Ñ Ñтих результатов на проектируемое здание. Ð’ ходе работы был произведен раÑчет жеÑткоÑти Ñваи в двух программных комплекÑах (ПК): - программе «ЗÐПРОС» (верÑÐ¸Ñ 21.1.9.11), входÑщей в ÑоÑтав программного комплекÑа SCAD Office; - «ЛИРл (верÑÐ¸Ñ 10.6 R4.2). Далее выполнен аналитичеÑкий раÑчет по СП 24.13330.2021 «Свайные фундаменты. ÐÐºÑ‚ÑƒÐ°Ð»Ð¸Ð·Ð¸Ñ€Ð¾Ð²Ð°Ð½Ð½Ð°Ñ Ñ€ÐµÐ´Ð°ÐºÑ†Ð¸Ñ Ð¡ÐиП 2.02.03-85». Ð’ результате, мы получили различные Ð·Ð½Ð°Ñ‡ÐµÐ½Ð¸Ñ Ð¶ÐµÑткоÑтей и проверили их влиÑние на проектируемое здание.
The purpose of the study is verifying a methodology for defining the driven hanging pile stiffness. The tasks of the work include defining pile stiffness using manual calculation and automated analysis, comparing of the obtained results, defining calculation errors in software complexes and analysis of the impact of the results on the designed building. During the work the pile stiffness had been calculated in 2 software complexes (SC): - «Zapros» software (version 21.1.9.7), which is a part of SCAD Office software; - «LIRA» (version 10.6 R4.2). Further, we performed a calculation analysis according to the SP 24.13330.2021 «Pile Foundations. The updated Version of SNiP 2.02.03-85». As a result, we obtained different stiffness values and checked their impact on the designed building.
авÑомаÑизиÑованнÑй ÑаÑÑеÑ, multi-storey building, residential building, жеÑÑкоÑÑÑ Ñваи, многоÑÑажное здание, ÑвайнÑй ÑÑндаменÑ, pile foundation, Ð·Ð°Ð±Ð¸Ð²Ð½Ð°Ñ Ð²Ð¸ÑÑÑÐ°Ñ ÑваÑ, pile stiffness, driven hanging pile, жилое здание, automated analysis
авÑомаÑизиÑованнÑй ÑаÑÑеÑ, multi-storey building, residential building, жеÑÑкоÑÑÑ Ñваи, многоÑÑажное здание, ÑвайнÑй ÑÑндаменÑ, pile foundation, Ð·Ð°Ð±Ð¸Ð²Ð½Ð°Ñ Ð²Ð¸ÑÑÑÐ°Ñ ÑваÑ, pile stiffness, driven hanging pile, жилое здание, automated analysis
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