The article considers a way of building retaining walls for the creation of deep foundation pits and large-diameter wells. This method involves the use of Russian serial drilling rigs of the PBU-1 and LBU-50 types, as well as the use of tracked mobile drilling rigs in tight urban conditions in the case of soft water-saturated sandy-clayey soils having quick-soil properties.
DOI: Нет информации
УДК: 624.152.63
Финансирование: Нет информации
Ссылка для цитирования: Mishanov V.I., Polukhin E.V. Sozdaniye ograzhdeniy kotlovanov metodom uzklikh prorezevy v grunte [Creating foundation pit shoring by the method of narrow cuts in the ground] // Geoinfo. 2024. Vol. 6. № 6. S. 16–20. DOI:10.58339/2949-0677-2023-6-6-16-20 (in Rus.)
Ключевые слова: foundation pit; large-diameter well; retaining wall; soft water-saturated sandy-clayey soils; quick-soil properties; borehole; narrow cut in ground; I-beam; concrete wall; metal reinforcement skeleton.