Calculations on shallow foundations from various standards

Trofimenkov, Yu. G.; Mikheev, V. V.

doi:10.1007/bf02469087

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“…For example, Vardanega et al [13] showed that a SNiP-based approach provides significantly fewer conservative results compared to the European approach for geotechnical design. Trofimenkov and Mikheev [12] stated that EC 7 applies higher safety factors compared to SNiP for the design of shallow foundations. With reference to Kremniov and Lobacheva [10] and Lobacheva and Kremnev [11], the traditional Soviet and European approaches were compared based on the calculation results of the elastic settlement of shallow foundations, indicating higher values for EC 7.…”

Section: Introductionmentioning

confidence: 99%

“…As the transition from SP RK to EC 7 has already been initiated, it is important to understand the differences between the two codes of practice for the design of shallow foundations. Several previous studies on the comparison of EC 7 and SNiP-based regulations have revealed the differences between the methods applied for the geotechnical design of shallow foundations [8][9][10][11][12][13][14]. For example, Vardanega et al [13] showed that a SNiP-based approach provides significantly fewer conservative results compared to the European approach for geotechnical design.…”

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

et al. 2020

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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).

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Section: Introductionmentioning

confidence: 99%

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confidence: 99%