Geotechnical interpolation methodology for determining intermediate values of soil properties

Aliya  Aldungarova; Assel Mukhamejanova; Nurgul Alibekova; Sabit Karaulov; Daniyar Akhmetov

doi:10.54355/tbus/4.1.2024.0053

Authors

Aliya Aldungarova 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) School of Architecture, Construction and Energy, D. Serikbayev East Kazakhstan technical university, Ust-Kamenogorsk, Kazakhstan https://orcid.org/0000-0002-9248-7180
Assel Mukhamejanova Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan https://orcid.org/0000-0002-5084-2527
Nurgul Alibekova 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan https://orcid.org/0000-0002-3927-0644
Sabit Karaulov Solid Research Group, LLP, Astana, Kazakhstan https://orcid.org/0009-0006-0471-2808
Daniyar Akhmetov Department of Construction and Building Materials, Satbayev University, Almaty, Kazakhstan https://orcid.org/0000-0003-0978-6452

DOI:

https://doi.org/10.54355/tbus/4.1.2024.0053

Keywords:

geotechnical interpolation, ArcGIS software, Kriging, GIS, geotechnical engineering conditions, design optimization, data visualization

Abstract

The article considers the application of geotechnical interpolation using ArcGIS software to determine the intermediate geotechnical properties of soils at a construction site in a residential complex in Astana, Esil district. The study is based on data from 8 boreholes drilled to a depth of 26 meters, and the purpose of the work is to use the kriging interpolation method to determine intermediate soil properties. The raw data include the results of analyzing the physical and mechanical properties of the soils from the boreholes, which served as a basis for interpolation and mapping. The results of the study are presented in the form of maps showing the intermediate mechanical properties of the soil at depths of 5, 10 and 15 m. The maps allow obtaining more accurate intermediate values. The proposed methodology not only facilitates the work of designers, but also provides data for realistic scenarios of soil strength and deformation characteristics, which significantly influences the selection of optimal types and sizes of foundations.

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Author Biographies

Aliya Aldungarova, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) School of Architecture, Construction and Energy, D. Serikbayev East Kazakhstan technical university, Ust-Kamenogorsk, Kazakhstan

PhD, Associate Professor; 1) Project Supervisor; 2) Associate Professor

Assel Mukhamejanova, Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

PhD, Senior Lecturer

Nurgul Alibekova, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

PhD, Associate Professor; 1) Senior Researcher; 2) Associate Professor;

Sabit Karaulov, Solid Research Group, LLP, Astana, Kazakhstan

Junior Researcher

Daniyar Akhmetov, Department of Construction and Building Materials, Satbayev University, Almaty, Kazakhstan

Doctor of Technical Sciences, Associate Professor

References

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Geotechnical interpolation methodology for determining intermediate values of soil properties

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Author Biographies

Aliya Aldungarova, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) School of Architecture, Construction and Energy, D. Serikbayev East Kazakhstan technical university, Ust-Kamenogorsk, Kazakhstan

Assel Mukhamejanova, Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

Nurgul Alibekova, 1) Solid Research Group, LLP, Astana, Kazakhstan; 2) Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Astana, Kazakhstan

Sabit Karaulov, Solid Research Group, LLP, Astana, Kazakhstan

Daniyar Akhmetov, Department of Construction and Building Materials, Satbayev University, Almaty, Kazakhstan

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