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dc.contributor.author | Zhussupbekov, A.Zh. | |
dc.contributor.author | Tleulenova, G.T. | |
dc.contributor.author | Shakhmov, Zh.A. | |
dc.contributor.author | Jumabayev, A.A. | |
dc.date.accessioned | 2024-12-05T10:49:39Z | |
dc.date.available | 2024-12-05T10:49:39Z | |
dc.date.issued | 2023 | |
dc.identifier.isbn | 978-1-003-29912-7 | |
dc.identifier.other | DOI: 10.1201/9781003299127-388 | |
dc.identifier.uri | http://rep.enu.kz/handle/enu/19891 | |
dc.description.abstract | The paper presents discussions of the bearing capacities of precast concrete piles from construction site of the Construction of multifunctional family-entertainment and tourist area in the city of Nur-Sultan, Kazakhstan. According to the design drawings construction site was planned to be installed by precast concrete piles. PCPs were composed with crosssection of 30 cm × 30 cm with the length of bottom segment 7.0m. In paper presented in-situ static vertical loading tests on C7-30 driven piles were carried out on the construction site of the Parking Zone P1, P2 of the Project ‘Construction of multifunctional family-entertainment and tourist area in the city of Nur-Sultan, from 05 to 13 February, 2021. The permissible load on the pile, taking into account the safety factor γk =1.2 in accordance with Standard should be taken equal to – 681 kN, 800 kN respectively. | ru |
dc.language.iso | en | ru |
dc.publisher | Smart Geotechnics for Smart Societies | ru |
dc.subject | load-settlement | ru |
dc.subject | in-situ SLT tests | ru |
dc.subject | pile | ru |
dc.title | Application of in-situ static load test of pile in Nur-Sultan | ru |
dc.type | Article | ru |