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Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations

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dc.contributor.author Shaldykova, Assel
dc.contributor.author Moon, Sung-Woo
dc.contributor.author Kim, Jong
dc.contributor.author Lee, Deuckhang
dc.contributor.author Ku, Taeseo
dc.contributor.author Zhussupbekov, Askar
dc.date.accessioned 2024-09-13T05:15:04Z
dc.date.available 2024-09-13T05:15:04Z
dc.date.issued 2020
dc.identifier.issn 2076-3417
dc.identifier.other doi:10.3390/app10082920
dc.identifier.uri http://rep.enu.kz/handle/enu/16295
dc.description.abstract The design of shallow foundations is performed in accordance with different building regulations depending on geotechnical and geological conditions. This paper involves the design calculations applying Kazakhstani and European approaches. The design of shallow foundations in Nur-Sultan city in Kazakhstan was implemented by the calculation of bearing capacity and elastic settlement in accordance with the design procedures provided in SP RK 5.01-102-2013: Foundations of buildings and structures, and Eurocode 7: Geotechnical design. The calculated results of bearing capacity and elastic settlement for two types of shallow foundations, such as pad foundation and strip foundation, adhering to Kazakhstani and European approaches are relatively comparable. However, the European approach provided higher values of bearing capacity and elastic settlement for the designed shallow foundation compared to the Kazakhstani approach. The difference in the results is explained by the application of different values of partial factors of safety for the determination of bearing capacity and different methods for the calculation of the elastic settlement of shallow foundations (i.e., elasticity theory and layer summation method). ru
dc.language.iso en ru
dc.publisher Applied Sciences ru
dc.relation.ispartofseries Volume 10;Issue 8
dc.subject comparative analysis ru
dc.subject shallow foundation design ru
dc.subject bearing capacity ru
dc.subject elastic settlement ru
dc.subject Eurocode 7 ru
dc.subject SP RK ru
dc.subject SNiP ru
dc.title Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations ru
dc.type Article ru


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