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Analysis of interaction of precast concrete joint piles with problematic soil conditions Prorva

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dc.contributor.author Omarov, A.R.
dc.contributor.author Zhussupbekov, A.Zh.
dc.contributor.author Mussakhanova, S.T.
dc.contributor.author Issakulov, A.B.
dc.date.accessioned 2024-12-05T09:57:06Z
dc.date.available 2024-12-05T09:57:06Z
dc.date.issued 2023
dc.identifier.isbn 978-1-003-29912-7
dc.identifier.other DOI: 10.1201/9781003299127-204
dc.identifier.uri http://rep.enu.kz/handle/enu/19868
dc.description.abstract The Cargo Offloading Facility is an essential strategic project for the expansion of oil fields. The Cargo Offloading Facility is located along the quay and represents a special reinforced concrete surface supporting large cranes needed to unload both bulky and general cargo. According to the design drawings, the Cargo Offloading Facility construction site was planned by installing precast concrete joint piles. Investigation of the interaction of precast concrete joint piles used for the first time on construction site in Kazakhstan with complex soil conditions. In this paper the joint piles with the cross section of 400x400 mm and with pin-joined connection were considered and their interaction with the soil of Western Kazakhstan will be analyzed. Evaluation of bearing capacity of PCJP by interpretation methods of field test data, computational methods using the APILE analysis computer program and the Kazakhstan stand-ard, as well as a dynamic PDA (pile driving analyzer) method while piles driving. ru
dc.language.iso en ru
dc.publisher Smart Geotechnics for Smart Societies ru
dc.title Analysis of interaction of precast concrete joint piles with problematic soil conditions Prorva ru
dc.type Article ru


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