| dc.contributor.author | Zhussupbekov, A. Zh. | ru |
| dc.contributor.author | Tleulenova, G. T. | ru |
| dc.coverage.spatial | Минск | ru |
| dc.date.accessioned | 2021-01-21T13:20:02Z | |
| dc.date.available | 2021-01-21T13:20:02Z | |
| dc.date.issued | 2020 | |
| dc.identifier.citation | Zhussupbekov, A. Zh. Behavior of work of piles in seasonally freezing soil / A. Zh. Zhussupbekov, G. T. Tleulenova // Проблемы современного строительства : материалы Международной научно-технической конференции, Минск, 28 мая 2020 г. / редкол.: В. Ф. Зверев, С. М. Коледа. – Минск : БНТУ, 2020. – С. 318-322. | ru |
| dc.identifier.uri | https://rep.bntu.by/handle/data/84054 | |
| dc.language.iso | en | ru |
| dc.publisher | БНТУ | ru |
| dc.title | Behavior of work of piles in seasonally freezing soil | ru |
| dc.type | Working Paper | ru |
| local.description.annotation | In this paper presented results of load and settlement variations
were investigated for the construction site “Prorva”, located in the
western region of Kazakhstan. Study behavior of work of piles in seasonally freezing soils ground depends on several factors negative temperature, thickness of active layer, average duration of freezing and frozen conditions, frost heaving amount. Maximum load of piles are 1639 kN, settlement is 4,43 mm in winter periods, and 6,76 mm in seasonally freezing soil respectively. | ru |
