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dc.contributor.authorZhussupbekov, A.Zh.
dc.contributor.authorTleulenova, G.T.
dc.contributor.authorShakhmov, Zh.A.
dc.contributor.authorJumabayev, A.A.
dc.date.accessioned2024-12-05T10:49:39Z
dc.date.available2024-12-05T10:49:39Z
dc.date.issued2023
dc.identifier.isbn978-1-003-29912-7
dc.identifier.otherDOI: 10.1201/9781003299127-388
dc.identifier.urihttp://rep.enu.kz/handle/enu/19891
dc.description.abstractThe 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.isoenru
dc.publisherSmart Geotechnics for Smart Societiesru
dc.subjectload-settlementru
dc.subjectin-situ SLT testsru
dc.subjectpileru
dc.titleApplication of in-situ static load test of pile in Nur-Sultanru
dc.typeArticleru


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