Analysis of the results of field tests and numerical modeling to  determine the settlement of piles in astana city

dc.contributor.author	Zhussupbekov, A.Zh.
dc.contributor.author	Yessentayev, A.U.
dc.contributor.author	Abdygaliyev, E.N.
dc.contributor.author	Konyushkov, V.V.
dc.contributor.author	Nikitina, N.S.
dc.date.accessioned	2024-12-05T10:24:49Z
dc.date.available	2024-12-05T10:24:49Z
dc.date.issued	2023
dc.identifier.isbn	978-1-003-29912-7
dc.identifier.other	DOI: 10.1201/9781003299127-349
dc.identifier.uri	http://rep.enu.kz/handle/enu/19880
dc.description.abstract	A comparative analysis of the results of field tests and numerical modeling to determine the bearing capacity and settlement of a driven piles at medical facilitie at Astana are presented. The aim of the study was to carry out a comparative analysis of the results of numerical modeling and static tests in order to identify the difference in settlement of test pile under the design load. The results of settlement of the pile, determined by numerical modeling, is slightly lower than from static tests, with a difference in results being in 7%.	ru
dc.language.iso	en	ru
dc.publisher	Smart Geotechnics for Smart Societies	ru
dc.title	Analysis of the results of field tests and numerical modeling to determine the settlement of piles in astana city	ru
dc.type	Article	ru