Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations
Source abstract
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).
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Geodetic Measurements and Engineering Structures · Geotechnical Engineering and Analysis · Geotechnical and Geomechanical Engineering
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil and Environmental Engineering, Nazarbayev University, Nur-Sultan 010000, Kazakhstan
Department of Architectural Engineering, Chungbuk National University, Cheongju 28644, Chungcheongbuk-do, Korea
Department of Civil and Environmental Engineering, National University of Singapore, Singapore 117575, Singapore
Department of Design Buildings and Structures, L.N. Gumilyov Eurasian National University, Nur-Sultan 010000, Kazakhstan
Funding
Nazarbayev University
References (16)
Show source-provided references
1. Makhmutova, E.V. (2018). Central Asia in Search for Its Own Way of Integration. Mgimo Rev. Int. Relat., 78–91.10.24833/2071-8160-2018-4-61-78-91 ↗
2. Lambla, V. (2019). Construction sector in Kazakhstan 2019. Market Analysis and Development Forecasts for 2019–2024, PMR Market Insight.
3. (2013). SP RK 5.01-102-2013—Foundations of Buildings and Structures, KAZGOR. (In Russian).
4. (1985). SNiP 2.02.01-83—Foundations of Buildings and Structures, Federal Registry of National Building Codes and Standards of Russia. (In Russian).
5. Orr, T. (2013). Implementing Eurocode 7 to achieve reliable geotechnical designs. Modern Geotechnical Design Codes of Practic, IOS Press.
6. (1997). Eurocode 7: Geotechnical Design–Part 1: General Rules. British Standards, The European Union.
7. Frank, R. (2007, January 17–20). Basic principles of Eurocode 7 on Geotechnical design. Proceedings of the 18th EYGEC, Ancona, Italy.
8. Askarova, N.A., and Musabayev, T.T. (2018). Comparative analysis of design and calculation of pile foundations between Eurocode 7 and national building norms of the Republic of Kazakhstan. Eur. Res. Innov. Sci. Educ. Technol., 14–18. (In Russian).
9. Dzheget, K.A., and Menshenina, K.V. (2017, January 21–25). Comparison of the design of shallow foundations adhering to Russian Norms and Eurocode 7. Proceedings of the LX Междунарoдная научнo-практическая кoнференция "Научнoе сooбществo студентoв XXI стoлети, Novosibirsk, Russia. (In Russian).
10. Kremniov, A.P., and Lobacheva, N.G. (2017). Comparative analysis of design settlement foundations methods according to data of Cone Penetration Test on National and European standards. Збірник Hаукoвих Праць [Пoлтавськoгo націoнальнoгo технічнoгo університету ім. Ю. Кoндратюка], Poltava National Technical Yuri Kondratyuk University. Серія: Галузеве машинoбудування, будівництвo.10.26906/znp.2017.48.803 ↗
11. Lobacheva, N.G., and Kremnev, A.P. (2019, January 16–17). Some aspects of shallow foundation settlement calculations in accordance with National and European standards. Proceedings of the Междунарoдная научнo-техническая кoнференция, Minsk, Belarus.
12. Calculations on shallow foundations from various standards10.1007/BF02469087 ↗
13. Bored pile design in stiff clay I: Codes of practice10.1680/geng.11.00062 ↗
14. Zhakulin, A.S., Zhakulina, A., Akhmetov, Y., and Zhakulin, A. (2016, January 25–27). Foundation Bearing Capacity at the Critical Limit State. Proceedings of the Geo-China 2016: In Situ and Laboratory Test Methods for Site Characterization, Design, and Quality Control—GSP 265, Shandong, China.10.1061/9780784480083.033 ↗
15. Smith, I. (2014). Smith’s Elements of Soil Mechanics, John Wiley & Sons.
16. Alibekova, N.T., and Zhussupbekov, A.Z. (2018). GIS Technology for Engineering and Geological Surveys, LAP LAMBERT Academic Publishing. (In Russian).