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COMPLEX OF STATIC LOADING TESTS OF BORED PILES

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dc.contributor.author Zhussupbekov, Askar
dc.contributor.author Iwasaki, Yoshinori
dc.contributor.author Omarov, Abdulla
dc.contributor.author Tanyrbergenova, Gulzhanat
dc.contributor.author Akhazhanov, Sungat
dc.date.accessioned 2024-10-10T12:06:31Z
dc.date.available 2024-10-10T12:06:31Z
dc.date.issued 2019-07
dc.identifier.issn 2186-2990
dc.identifier.other doi.org/10.21660/2019.58.4707
dc.identifier.uri http://rep.enu.kz/handle/enu/17637
dc.description.abstract This paper presents the complex analysis of diverse field loading tests of ten large diameter deep bored piles on CFA technology at the Karachaganak Processing Complex (KPC), Aksay, Kazakhstan. On the basis of core sample analysis and seismic studies, the geological conditions of this field are varied and complicated. According to the project design, the field tests of CFA bored piles with diameter 600 mm, length from 15.51 m to 21.85 m were performed by two static laterals, four static tensile and four static compression pile loading tests. Static loading tests applied a load to a deep-foundation element gradually for measuring foundation settlement. The static loading tests were performed by ASTM D1143, ASTM D3689, and ASTM D3966. In this paper are shown the load-settlement and the load-displacement diagrams from those field tests which give the possibility to identify the bearing capacity of piles at this ground. The analysis showed that the bearing capacity of bored piles with different lengths corresponds to the design requirements. ru
dc.language.iso en ru
dc.publisher International Journal of GEOMATE ru
dc.relation.ispartofseries Vol.16, Issue 58, pp.8 - 13;
dc.subject Pile test ru
dc.subject CFA bored pile ru
dc.subject STPLT ru
dc.subject SCPLT ru
dc.subject SLPLT ru
dc.title COMPLEX OF STATIC LOADING TESTS OF BORED PILES ru
dc.type Article ru


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