Репозиторий Dspace

Investigations of piles by bidirectional static loading test in Astana soils

Показать сокращенную информацию

dc.contributor.author Omarov, Abdulla
dc.contributor.author Zhussupbekov, Askar
dc.contributor.author Kaliakin, Victor
dc.date.accessioned 2024-10-16T11:09:41Z
dc.date.available 2024-10-16T11:09:41Z
dc.date.issued 2023
dc.identifier.issn 2555-0403
dc.identifier.other doi.org/10.1051/e3sconf/202345702057
dc.identifier.uri http://rep.enu.kz/handle/enu/17805
dc.description.abstract The article presents the results of vertical static load tests of diametral and deep bored piles specially conducted at the construction site of EXPO-2017 in Astana, Kazakhstan. The methodology for determining the bearing capacity of the pile is summarized. Bored piles with a length of 31.5 m and a diameter of 1000 mm were tested. Vertical static load tests were conducted for the following load configurations: Bidirectional Static Loading Test (according to ASTM D8169), Static Compression Loading Test according to ASTM D1143-07 and Static Loading Test according to GOST 5686-12. The method presented in the paper can serve as practical guidelines to assess the capacities of bored piles installed in the field. This geotechnical investigation is important for understanding the soil-structures interaction on difficult soil ground conditions related to the construction sites. ru
dc.language.iso en ru
dc.publisher E3S Web of Conferences ru
dc.relation.ispartofseries 457;02057
dc.title Investigations of piles by bidirectional static loading test in Astana soils ru
dc.type Article ru


Файлы в этом документе

Данный элемент включен в следующие коллекции

Показать сокращенную информацию

Поиск в DSpace


Просмотр

Моя учетная запись