EXPERIENCE OF USING CONE PENETRATION TEST AND DYNAMIC SOIL PROBING IN ENGINEERING-GEOLOGICAL CONDITIONS OF ASTANA

EXPERIENCE OF USING CONE PENETRATION TEST AND DYNAMIC SOIL PROBING IN ENGINEERING-GEOLOGICAL CONDITIONS OF ASTANA

Authors

  • K.A. Abdrakhmanova Abylkas Saginov Karaganda Technical University, Karaganda, Kazakhstan
  • N.N. Satan Abylkas Saginov Karaganda Technical University, Karaganda, Kazakhstan
  • N.T. Alibekova L.N. Gumilyov Eurasian National University, Astana, Kazakhstan
  • A.K. Tleubaeva L.N. Gumilyov Eurasian National University, Astana, Kazakhstan
  • D.Zh. Artykbaev M. Auezov South Kazakhstan University, Shymkent, Kazakhstan

DOI:

https://doi.org/10.55956/UEKT1776

Keywords:

cone penetration test, dynamic probing, soil, engineering-geological conditions, engineering-geological surveys

Abstract

The article considers the practice of applying cone penetration test and dynamic soil probing methods in engineering and geological surveys in Astana. As a result of the analysis and processing of cone penetration test and dynamic soil probing using modern software, correlation dependencies between the main indicators of cone penetration test and dynamic probing were identified. Recommendations are given for determining the bearing capacity of driven piles and mechanical characteristics of clay soils in Astana based on the results of dynamic soil probing. 

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Published online

2024-12-30

Issue

No. 4(86) (2024)

Section

Constuction Technologies

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.