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Safety of bases and foundations in the transition to the parametric standardization model of construction

Abstract

Introduction. Since September 2024, the construction industry of the Russian Federation has begun a gradual transition from the prescriptive method of standardization to a parametric approach establishing key requirements for design objects. In this regard, the regulatory framework must be revised to ensure the development of alternative methods and mechanisms for substantiating the compliance of design values and characteristics with safety requirements for both the structure as a whole and its bases and foundations.

Aim. To review the global experience of parametric standardization in geotechnics, identify key design requirements, and analyze methods for ensuring the safety of design solutions for bases and foundations.

Materials and methods. The analysis includes the study of domestic and foreign regulatory and methodological documents, as well as comparative calculations of test examples.

Results. We have established the obligatory requirements for design solutions of bases and foundations under the parametric standardization method.

Conclusions. The transition of the domestic standard system to the parametric method of construction design requires a certain time period. The requirements for compliance with the safety of bases and foundations in the parametric system of standards must still be achieved through ensuring reliability criteria during inspections of foundations, structures, and buildings for limit states by calculation, testing, and simulation. Scientific research, geotechnical monitoring, and observational methods, as well as geotechnical risk assessment will play an ever-increasing role in confirming the compliance of design solutions with regulatory requirements.

About the Authors

I. V. Kolybin
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Igor V. Kolybin*, Cand. Sci. (Engineering), Departmental Head, Department for Scientific, Technical and
Regulatory Policy

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation

e-mail: kolybin@eccpf.ru



D. E. Razvodovsky
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Dmitry E. Razvodovsky, Cand. Sci. (Engineering), Deputy Director for Research

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation



A. V. Skorikov
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Andrey V. Skorikov, Cand. Sci. (Engineering), Laboratory Head, Laboratory of Methods for Calculating Underground Structures and Geotechnical Forecasting

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation



References

1. Federal Law of 30.12.2009 No. 384-FZ “Technical Regulations on the Safety of Buildings and Structures” [internet]. Available at: https://normativ.kontur.ru/document?moduleId=1&documentId=475858. (In Russian).

2. <i>Zarei Y.</i> The Challenges of Parametric Design in Architecture Today: Mapping the Design Practice. A thesis submitted to The University of Manchester for the degree of Master of Philosophy (MPhil) in the Faculty of Humanities. School of Environment and Development, 2012.

3. EN 1990: Eurocode. Basis of structural and geotechnical design. European Committee for Standardization. https://doi.org/10.3403/30392671

4. EN 1997-1: Eurocode 7. Geotechnical Design. Part 1: General rules. European Committee for Standardization.

5. <i>Orr T.L.L., Farrel E.R.</i> Geotechnical design to Eurocode 7. London: Springer; 1999. https://doi.org/10.1007/978-1-4471-0803-0.

6. State Standard 27751-2014. Reliability for constructions and foundations. General principles. Moscow: Standartinform Publ.; 2015. (In Russian).

7. <i>Kulhawy F.H., Phoon K.K.</i> Observations on geotechnical reliability-based design development in North America. In: Foundation design codes and soil investigation in view of international harmonization and performance based design. Proc. Of the International Workshop, IWS Kamakura 2002, Tokyo, Japan. A.A. Balkema Publishers; 2002, pp. 31–48.

8. <i>Kolybin I.V.</i> Lessons from emergency situations during excavation construction in urban conditions. In: City Development and Geotechnical Construction: Mat. Int. Conf. on Geotechnics, St. Petersburg, June 16–18, 2008. Vol. 3. St. Petersburg, Georekonstruktsiya-Fundamentproekt Publ.; 2008, pp. 89–124. (In Russian).

9. <i>Kolybin I.V., Astryab V.V.</i> Deterministic approach to assessing the sensitivity of FEM models in the combined calculation of a structure with a foundation. In: Collection of scientific papers of the N.M. Gersevanov Research Institute of Structures and Instrumentation. Is. 100. Moscow: NIIOSP named after N.M. Gersevanov is a structural subdivision of JSC Research Center of Construction; 2011, pp. 156–169. (In Russian).

10. <i>Skorikov A., Pavlovskiy N.</i> Stochastic approach to assessing the reliability of the calculation results of bases and foundations depending on the sensitivity of the FEM-models. Vestnik NIC Stroitel’stvo = Bulletin of Science and Research Center of Construction. 2021;29(2):101–111. (In Russian). https://doi.org/10.37538/2224-9494-2021-2(29)-101-111

11. <i>Razvodovsky D.E., Kolybin I.V., Anisimov I.G., Fokin N.N.</i> Overview of possibilities and prospects of the use of observational method. Promyshlennoe i grazhdanskoe stroitel’stvo = Industrial and Civil Engineering. 2016;(10):55–63. (In Russian).

12. <i>Razvodovsky D., Skorikov A., Razvodovskya I.</i> Methodological recommendations for assessing geotechnical risk in dense urban development. Vestnik NIC Stroitel’stvo = Bulletin of Science and Research Center of Construction. 2021;29(2):88–100. (In Russian). https://doi.org/10.37538/2224-9494-2021-2(29)-88-100


Review

For citations:


Kolybin I.V., Razvodovsky D.E., Skorikov A.V. Safety of bases and foundations in the transition to the parametric standardization model of construction. Bulletin of Science and Research Center of Construction. 2025;44(1). (In Russ.)

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)