Research on the impact of new construction on the stress-strain state of the soil base foun-dations of existing buildings

Main Article Content

Vitalii RUCHKIVSKYI

Abstract

Summary. The trends of the modern stage of housing development, which is accompanied by an increase in the density of development of historically formed areas of large cities, are analyzed.


Engineering problems arise that are associated with the use of underground space and lead to a change in the stress-strain state of existing buildings. Many buildings, next to which construction is underway, have shallow foundations. The construction of new foundations, excavation of pits for the arrangement of underground space disrupt the balance of the stress-strain state of the soil base and, in most cases, have a negative impact on existing building structures.


Research conducted in this area indicates the significant relevance of this topic. An important role in this is played by a comprehensive system of geotechnical monitoring of the state of the surrounding development at different stages of new construction.


The practice of construction in dense development with the presence of observations of the movements of existing buildings has shown the possibility of additional settlements and damage to above-ground structures, which indicates the lack of justification for the adopted design decisions. When analyzing the stress-strain state of the “base - foundation - above-ground structures” system, it is necessary to take into account not only the physical and mechanical parameters of the soils, hydrogeological conditions, loads, but also to pay significant attention to the technology of work and the sequence of their execution.


A study of the patterns of the influence of new construction on the stress-strain state of the existing building has been conducted.


Geotechnical monitoring data are presented and compared with the results of numerical modeling. Numerical modeling was performed in two versions: in combination and without a protective screen of small-diameter piles. The soil mass was modeled using the Hardening Soil Model.


The possibility of stabilizing the stress-strain state of the soil mass during the performance of underground cycle works has been shown.


A sequence of designing buildings with underground space is proposed, which allows achieving the effect of minimizing the impact of new construction on additional subsidence of the foundations of neighboring buildings

Article Details

How to Cite
RUCHKIVSKYI, V. (2024). Research on the impact of new construction on the stress-strain state of the soil base foun-dations of existing buildings. Bases and Foundations, (49), 62–68. https://doi.org/10.32347/0475-1132.49.2024.62-68
Section
Статті
Author Biography

Vitalii RUCHKIVSKYI, Kyiv National University of Construction and Architecture

Associate Professor of the Department of Geotechnics,

Ph.D.

References

ЛІТЕРАТУРА

Будівництво в умовах ущільненої забудо-ви ДБН В 1.2-12-2008. – К.: Мінрегіон-буд, 2008-43с.

Бойко І.П. Напружено-деформований стан грунтового масиву при побудові нових фундаментів поблизу існуючих будинків / І.П. Бойко, В.О. Сахаров // Основи і фун-даменти: міжвідомчий науково-технічний збірник.–К: КНУБА, 2004 – Вип. 28 –С. 3-10.

Бондарева Л. Оцінка впливу процесу вла-штування огороджувальних конструкцій котловану на оточуючу забудову / Л. Бо-ндарева, М. Хоронжевський, // Основи і фундаменти: міжвідомчий науково-технічний збірник.–К: КНУБА, 2022 – Вип. 45 – С.22-32 https://doi.org/10.32347/0475-1132.45.2022.22-32

Винников Ю.Л. Геотехнічний моніторинг улаштування котловану новобудови по-руч з існуючими будівлями / Ю.Л. Вин-ников, М.О. Харченко, Д.А. Єрмолаєнко, М.К. Акопян // Збірник наук. праць Мос-ти та тунелі: теорія, дослідження, практика – 2022 – Вип. 22 – C.12-25

Носенко В. Оцінка впливу висотної будів-лі на напружено-деформований стан фу-ндаменту та конструкцій існуючих буді-вель щільної забудови / В. Носенко, Л. Бондарева., М. Хоронжевський, О. Кашо-їда // Основи і фундаменти: міжвідомчий науково-технічний збірник.–К: КНУБА, 2023 – Вип. 47 – С. 49-60, https://doi.org/10.32347/0475-1132.47.2023.49-605.

Katzenbach R., Bachman G., Gutberlet C. Pile-Soil-Wall-Interaction during the construction process of deep excavation pits. / R. Katzenbach, G. Bachman, C. Gutberlet //Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering [ISBN 978-1-61499-9 (online)]. – Rotterdam, Millpress Skience Publishers/IOS Press, 2005. – Vol. 1–4. – P.1501–1504.

DOI: 10.3233/978-1-61499-656-9-1501.

Bin-Chen B.H. The use of piling and prop-ping for the protection of buildings beside deep excavations: case studies from Taipei, Taiwan / B.H. Bin-Chen, F.T. David, C. Chun-Hung, N.H. Richard, Hwang // Proc. The 3rd Int. Symp. – IS-Toulouse, 2002.

Turcek P. Using the observation method for foundations of high-rise buildings / P. Turcek, M. Sul’ovska // Geotechnical Engi-neering in Urban Environments – Rotter-dam, 2007 – P.419-422.

REFERENCES

.Budivnytstvo v umovakh ushchilnenoi zabudovy: DBN V 1.2-12-2008. (2008). Kyiv: Minrehionbud, 43 (in Ukrainian).

2. Boiko I.P., Sakharov V.O. (2004) Napruzheno-deformovanyi stan hruntovoho masyvu pry pobudovi novykh fundamentiv poblyzu isnuiuchykh budynkiv [Stress-strain state of the soil massif during the construc-tion of new foundations near existing build-ings]. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 28, 3-10 (in Ukrainian).

3. Bondareva, L., Khoronzhevskyi, M. (2022) Otsinka vplyvu protsesu vlashtuvannia ohorodzhu-valnykh konstruktsii kotlovanu na oto-chuiuchu zabudovu. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 45, 22-32 (in Ukrainian). https://doi.org/10.32347/0475-1132.45.2022.22-32

Vynnykov Yu.L., M.O. Kharchenko, D.A. Yer-molaienko, M.K. (2022) Akopian Heotekhnichnyi monitorynh ulashtuvannia kotlovanu novobudovy poruch z isnuiuchymy budivliamy.[ Geotechnical monitoring of the construction of a new building foundation pit next to existing buildings] Zbirnyk nauk. prats Mosty ta tuneli: teoriia, doslidzhennia, praktyka, 22, 12-25. (in Ukrainian)

Nosenko V., Bondareva L., Khoronzhevskyi M., Kashoida O. (2023) Otsinka vplyvu vyso-tnoi budivli na napruzheno-deformovanyi stan fundamentu ta konstruktsii isnuiu-chykh budivel shchilnoi zabudovy [Assessment of the impact of a high-rise building on the stress-straine of the foundation and structures of exiting build-ings in dense development]. Osnovy i fundamenty: mizhvidomchyi naukovo-tekhnichnyi zbirnyk. Kyiv: KNUBA, 2023, 47, 49-60. https://doi.org/10.32347/0475-1132.47.2023.49-605

Katzenbach R., Bachman G., Gutberlet C. (2005) Pile-Soil-Wall-Interaction during the construction process of deep excavation pits. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering [ISBN 978-1-61499-9 (online)]. Rotterdam, Millpress Skience Publishers/IOS Press,. 1–4, 1501–1504. DOI: 10.3233/978-1-61499-656-9-1501.

Bin-Chen B.H. David F., Chun-Hung C., Richard N.H. (2002) The use of piling and propping for the protection of buildings be-side deep excavations: case studies from Taipei. Proc. The 3rd Int. Symp.

Turcek P., Sul’ovska M. (2007) Using the observation method for foundations of high-rise buildings. Geotechnical Engineering in Urban Environments. Rotterdam, 419-422.