Geotechnical Practice of Strengthening the Foundations of a Three-Storey Administrative Building

Мұқаба

Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

Reconstruction of facilities often involves a change in the structural scheme of the building, in connection with this, a significant increase in external loads under existing load-bearing elements is possible. In addition, it is possible that additional load-bearing structures will appear with correspondingly new foundations. There is an urgent need to increase the bearing capacity of foundation bases. The construction of drilling-injection reinforcement piles arranged using geotechnical electric discharge technology (ERT piles) is the most acceptable for conditions of particularly cramped conditions.

Толық мәтін

Рұқсат жабық

Авторлар туралы

N. Sokolov

Chuvash State University named after I.N. Ulyanov; LLC NPF “FORST

Хат алмасуға жауапты Автор.
Email: ns_sokolov@mail.ru

Candidate of Sciences (Engineering),  Director

Ресей, 15, Moskovsky prospect, Cheboksary, 428015, Chuvash Republic; 109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic

Әдебиет тізімі

  1. Mangushev R.A., Nikiforova N.S. Ekhnologicheskie osadki zdanii i sooruzhenii v zone vliyaniya podzemnogo stroitel’stva [Technological precipitation of buildings and structures in the zone of influence of underground construction]. Moscow: ASV. 2017. 168 p.
  2. Kravtsov V.N. Investigation of limit states of bearing capacity and deformations of clay foundations of short precast (driven) piles of small cross-section when they are pushed in and pulled out. Stroitel’stvo. Prikladnye nauki. Stroitel’stvo i arkhitektura. 2021. No. 8, pp. 65–74. (In Russian).
  3. Ter-Martirosian A.Z., Kivluik V.P., Isaev I.O., Shishkina V.V. Analysis of the calculated prerequisites for the geotechnical forecast of new construction on the surrounding buildings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 9, pp. 57–66. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-9-57-66.
  4. Sokolov N., Ezhov S., Ezhova S. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. 2017. Vol. 15. No. 4, pp. 518–523. doi: 10.5937/jaes15-14719
  5. Sokolov N.S. Geotechnical practice of construction on unstable slopes. Stroitel’nye Materialy [Construction Materials]. 2024. No. 3, pp. 48–52. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-822-3-48-52
  6. Kurguzov K.V., Fomenko I.K., Sirotkina O.N. Assessment of bearing capacity of piles. Calculation methods and problems. Izvestiya TPU. 2019. No. 10, pp. 7–25. (In Russian). doi: 10.18799/24131830/2019/10/2294
  7. Ter-Martirosyan A.Z., Sidorov V.V., Almakaeva A.S. Graphic-analytical method for calculating the settlement of a pile in a multilayer array, taking into account the detachment and slipping of the pile along the ground. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 11, pp. 37–43. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-11-37-43
  8. Sokolov N.S. Technological techniques for the device of boron-injection piles with multi-seat extensions. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 10, pp. 54–57. (In Russian).
  9. Sokolov N.S. Technology of increasing a base bearing capacity. Stroitel’nye Materialy [Construction Materials]. 2019. No. 6, pp. 67–72. (In Russian). DOI: https://doi. org/10.31659/0585-430X-2019-771-6-67-71
  10. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glushkov V.E., Glushkov A.V. Calculation of flight augering piles of high bearing capacity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–25. (In Russian).
  11. Nikonorova I.V., Sokolov N.S. Construction and territorial development of landslide slopes of the Cheboksary water reservoir. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 13–19. (In Russian).
  12. Sokolov N.S., Sokolov S.N., Sokolov A.N. Technology for the installation of a monolithic reinforced concrete grillage in cramped conditions of a functioning facility. Stroitel’nye Materialy [Construction Materials]. 2023. No. 7, pp. 12–16. (In Russian). DOI: https://doi. org/10.31659/0585-430X-2023-815-7-12-16
  13. Sokolov N.S., Sokolov S.N., Sokolov A.N. The practice of construction in particularly cramped conditions. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 9, pp. 41–47. (In Russian). DOI: https://doi. org/10.31659/0044-4472-2023-9-41-4
  14. Sokolov N.S., Sokolov S.N., Sokolov A.N. Geotechnical technology for the construction of engineering structures on structurally unstable slopes. Stroitel’nye Materialy [Construction Materials]. 2023. No. 11, pp. 52–55. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2023-819-11-52-55
  15. Sokolov N.S., Viktorova S.S., Fedorova T.G. Piles of increased bearing capacity. New in architecture, design of building structures and reconstruction: Materials of the VIII All-Russian (II International) Conference. Cheboksary. 2014, pp. 411–415. (In Russian).
  16. Sokolov N.S., Petrov M.V., Ivanov V.A. Problems of calculation of drilling piles made using discharge-pulse. New in architecture, design of building structures and reconstruction: Materials of the VIII All-Russian (II International) Conference. Cheboksary. 2014, pp. 415–420. (In Russian).
  17. Sokolov N.S., Sokolov S.N., Sokolov A.N. Fine-grained concrete as a structural building material of drilling piles ERT. Stroitel’nye Materialy [Construction Materials]. 2017. No. 5, pp. 16–19. (In Russian).
  18. Patent for utility model 161650. Ustroistvo dlya kamufletnogo ushireniya nabivnoi konstruktsii v grunte [A device for camouflage broadening of a printed structure in the ground]. Sokolov N.S., Dzhantimirov H.A., Kuzmin M.V. et al. Declared 01.07.2015. Published 27.04.2016. (In Russian).

Қосымша файлдар

Қосымша файлдар
Әрекет
1. JATS XML
Жүктеу
2. Fig. 1. Schemes for strengthening the base of a ribbon foundation using ERT drilling-injection piles (RIT, FORST, ERST) (on one side there is a basement or blind area, on the other – from the basement floor)

Жүктеу (576KB)
Метадеректер
3. Fig. 2. Schemes for strengthening the base of a ribbon foundation using ERT drilling-injection piles (RIT, FORST, ERST) (from the basement floor level)

Жүктеу (622KB)
Метадеректер
4. Fig. 3. Schemes for strengthening the base of the ribbon foundation using drilling-injection piles ART (RIT, FORCE, ERNST) (from the basement floor)

Жүктеу (680KB)
Метадеректер
5. Fig. 4. Schemes for strengthening the base of a columnar foundation using ERT drilling-injection piles (RIT, FORST, ERST) (from the basement floor level)

Жүктеу (666KB)
Метадеректер

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