Skip to content
DSML.KZ
Publications

Book chapter · CRC Press eBooks · August 7, 2023

Application of in-situ static load test of pile in Nur-Sultan

Askar Zhussupbekov, Gulshat Tleulenova, Zhanbolat Anuarbekovich Shakhmov, Atogali Jumabayev, R.K. Bazilov

Askar Zhussupbekov
Read on dx.doi.orgPDFDOI 10.1201/9781003299127-388

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 cross-section 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 γ k = 1.2 in accordance with Standard should be taken equal to – 681 kN, 800 kN respectively.

Geotechnical Engineering and Soil MechanicsGeotechnical Engineering and Soil StabilizationCivil and Structural Engineering Researchprecast concrete pilespile bearing capacitysafety factor

More by Askar Zhussupbekov