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Development of a program for calculating the precipitation of the foundation of a building by the method of layer-by-layer summation on a natural basis

https://doi.org/10.21285/2227-2917-2025-2-277-291

EDN: NQQSNV

Abstract

Insufficient attention is paid to the development of an automated calculation of foundation precipitation. The purpose of the work is to develop a tool for automated calculation and sketch of building foundation loads. The foundation of the building is the main supporting element of the structure, the stability of the building depends on the correctness of the calculation of the precipitation of the foundation. There was a need to develop automated calculations of foundation sediment and stress plots, which would reduce the risks associated with the human factor. The program was developed in accordance with the code of rules of SP 22.13330.2016. It is written for the AutoCAD design package, but it will also work on nanoCAD. The algorithm is compiled using the Pencil program. Currently, some results have been achieved using SCAD OFFICE shells and BIM technologies, but specialized programs are not enough. The development of a program for calculating the foundation sediment by the method of layerby-layer summation for the natural foundation of the building has been implemented. The algorithms, main functions and arguments used in the program are given. A simulation of the program's operation with soil parameters typical of the Perm Region was carried out. The results of the calculation of the program will allow us to estimate the total precipitation of the foundation, determine the lower limit of compressibility of the stratum and visually familiarize ourselves with the sketch of stress plots in the ground.

About the Authors

T. G. Sereda
Perm State Agro-Technological University named after Academician D.N. Pryanishnikov
Russian Federation

Tatyana G. Sereda, Dr. Sci. (Eng.), Associate Professor, Professor of the Department of Construction Production

Author ID: 434093 

23 Petropavlovskaja St., Perm 614990 


Competing Interests:

The authors declare no conflict of interests regarding the publication of this article. 



S. N. Kostarev
Perm Institute of the Federal Penitentiary Service of Russia ; Perm National Research Polytechnic University
Russian Federation

Sergey N. Kostarev, Dr. Sci. (Eng.), Associate Professor, Professor of the Department of Animal Science; Professor of the Department Information Technologies and Automated Systems

Author ID: 353194 

125 Karpinskogo St., Perm 614012 

29 Komsomolsky Ave. St., Perm 614099 


Competing Interests:

The authors declare no conflict of interests regarding the publication of this article. 



References

1. Barinova A.V., Veremeev D.V. Comparative Analysis of the Foundation Settlement According to The Results of Calculations by The Analytical Method and The Finite Element Method. Sovremennye tekhnologii v stroitel'stve. Teoriya i praktika. 2022; 1: 188-194. (In Russ.). EDN: QDQNKA.

2. Filippov A.N. Numerical Modeling and Calculation of Building Settlement in Lira-CAD and Midas GTS NX. Problems of Science. 2021;9:22-29. (In Russ.). https://doi.org/10.24411/2413-2101-2021-10901. EDN: WKEIFV.

3. Gorlov A.A., Fomenko I.K. Stochastic Calculation of the Yield of the Foundation Base Using the Random Finite Element Method (RFEM). In: Inzhenernye izyskaniya v stroitel'stve. Shestaya obshcherossiiskaya nauchno-prakticheskaya konferentsiya molodykh spetsialistov «Inzhenernye izyskaniya v stroitel'stve» = Engineering Surveys in Construction. The Sixth All-Russian Scientific and Practical Conference of Young Specialists “Engineering Surveys in Construction”. 25 April 2024, Moscow. Moscow; 2024. p. 150–156. (In Russ.). EDN: NXONBU.

4. Baranova A.A., Zaborik A.S. Comparative Analysis of the Calculation of the Sediment of the Pile Foundation Base According to SNP and SP. Modern Technologies and Scientific and Technological Progress. 2024;11:188-189. (In Russ.). EDN: KHENSC.

5. Melnikov V.A., Alekseev N.S., Ionov K.I. A Comparative Analysis of Methodologies for Calculating Precipitation Pile Foundations. Modern Scientific Researches and Innovations. 2015;9-1:37-45. (In Russ.). EDN: ULQMFZ.

6. Lushnikov V.V. Evaluation of Two Normative Methods of Calculation Deformations of Foundations. PNRPU Bulletin. Construction and Architecture. 2016; 7(4): 15-30. (In Russ.). https://doi.org/10.15593/2224-9826/2016.4.02. EDN: XHOMRL.

7. Duba V.P., Galashev Y.V., Osipova O.N. More Precisely Defined Methods of Foundation-Settlement Calculation Based On Tray and In-Situ Experiments. Soil Mechanics and Foundation Engineering. 2011;3:23-26. (In Russ.). EDN: SAHMKR.

8. Dubinin D.P. Calculation of The Settlement of the Foundation of the Structure Using the Method of Optimized Layer-By-Layer Summation. Science Prospects. 2021; 5: 82-86. (In Russ.). EDN: MXKZNR.

9. Konyushkov V.V. Analysis of Methods of Analytical Calculations of Foundation Settlements in Time. Bulletin of Civil Engineers. 2020;4:106-114. (In Russ.). https://doi.org/10.23968/1999-5571-2020-17-4-106-114. EDN: OMNHBO.

10. Denisenko A.P., Novozhilova D.I., Nuzhdin L.V. Calculation of Foundation Settlements in The SCAD OFFICE Software Package. In: Intellektual'nyi potentsial Sibiri. 26-ya regional'naya nauchnaya studencheskaya konferentsiya «Intellektual'nyi potentsial Sibiri» = Intellectual Potential of Siberia. 26th Regional Scientific Student Conference “Intellectual Potential of Siberia”. 22–24 May 2018, Novosibirsk. Novosibirsk; 2018. p. 165–167. (In Russ.). EDN: GFMBBD.

11. Lukyanov A.I., Tyufanov V.A. Selection of The Ground Base Model Implemented in The SCAD Office. Bulletin of Belgorod State Technological University Named After V.G. Shukhov. 2021;1:29-37. (In Russ.). https://doi.org/10.34031/2071-7318-2021-6-1-29-37. EDN: EODSEE.

12. Dedosha A.O., Katin L.V. Design Process Automation of the Shallow Foundations. Burenie i neft'. 2020;10:1-41. (In Russ.). EDN: WFQWWD.

13. Kostarev S.N., Sereda T.G., Kochetova O.V., Sidorova K.A. Technological and Constructor Solutions for The Design of Silage Trenches Using CAD. IOP Conference Series: Earth and Environmental Science. 2020;421(4):1-7. http://doi.org/10.1088/1755-1315/421/4/042010.

14. Kostarev S.N., Murynov A.I. Automated Design, Management and System Analysis of Natural and Technical Waste Disposal Facilities. SAPR i grafika. 2010;3:78-80. (In Russ.). EDN: RZEUXF.

15. Kostarev S.N., Sereda T.G. Analysis of The Technical Condition of Building Structures On the Example of a Feed Preparation Workshop. Proceedings of Universities. Investment. Construction. Real estate. 2024;14(2):311-325. (In Russ.). https://doi.org/10.21285/2227-2917-2024-2-311-325. EDN: UZYSDP.


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For citations:


Sereda T.G., Kostarev S.N. Development of a program for calculating the precipitation of the foundation of a building by the method of layer-by-layer summation on a natural basis. Izvestiya vuzov. Investitsii. Stroitelstvo. Nedvizhimost. 2025;15(2):277-291. (In Russ.) https://doi.org/10.21285/2227-2917-2025-2-277-291. EDN: NQQSNV

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