Линеаризация автоморфизмов и триангуляция дифференцирований свободных алгебр ранга 2

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dc.contributor.author Алимбаев, А.А.
dc.contributor.author Науразбекова, A.C.
dc.contributor.author Козыбаев, Д.Х.
dc.date.accessioned 2020-11-16T08:28:32Z
dc.date.available 2020-11-16T08:28:32Z
dc.date.issued 2019
dc.identifier.isbn DOI: 10.21660/2019.58.4707
dc.identifier.issn 1813-3304
dc.identifier.uri http://repository.enu.kz:8080/handle/data/18074
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_RU
dc.language.iso en ru_RU
dc.publisher Сибирские электронные математические известия ru_RU
dc.relation.ispartofseries Volume 16;Pages 1133-1146
dc.subject free right-symmetric algebra ru_RU
dc.subject automorphism ru_RU
dc.subject free product ru_RU
dc.subject linearization ru_RU
dc.subject triangulation ru_RU
dc.subject триангуляция ru_RU
dc.subject линеаризация ru_RU
dc.subject автоморфизм ru_RU
dc.title Линеаризация автоморфизмов и триангуляция дифференцирований свободных алгебр ранга 2 ru_RU
dc.type Article ru_RU

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