Creating foundation pit shoring by the method of narrow cuts in the ground
Abstract: 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.
Keywords: 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.
For citation: 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.).
Funding: No information
References:
- Sorokin Yu.M., Mishanov V.I. Patent na izobreteniye №. 2313635. Ustroystvo i sposob vozvedeniya protivofil'tratsionnoy diafragmy (prioritet ot 09.06.2006) [Device and method for constructing an anti-filtration diaphragm (priority dated 09.06.2006)].
- Sorokin Yu.M., Mishanov V.I. Patent na poleznuyu model' №. 56416. Ograzhdayushchaya stena v grunte (prioritet ot 26.05.2006) [Retaining wall in ground (priority dated 26.05.2006)].
Article in RSCI: https://www.elibrary.ru/item.asp?id=75256058
