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The findings of pile static and dynamic loading tests conducted at the New Mosque building sites in Astana, Kazakhstan, are presented in this study. In accordance with the Kazakhstan GOST standard, the static loading tests (SLT) were conducted. In compliance with ASTM guidelines, GOST conducted the dynamic loading tests (DLT) and the pile dynamic load test (Instrumentation PDA). Based on the DLT results of driven piles carried out by PDA and the SLT results, driven piles at the New Mosque building site in Astana had bearing capabilities of 1600 kN. These studies are crucial to comprehending the relationship between soil and structure, particularly with regard to driven piles measuring 30 by 30 cm in cross-section and 7.5 m in length at the New Mosque construction site in Astana, Kazakhstan.

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Evaluation of the Effectiveness of Methods for Testing Piles in Soil Conditions of New Mosque in Astana

  • 会议论文

  • 发表日期：

    2025年

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  • Askar Zhussupbekov,
  • Abdulla Omarov,
  • liyas Zhumadilov,
  • Gulshat Tleulenova,
  • Abilkhair Issakulov,
  • Diyar Mukhanov

摘要

The findings of pile static and dynamic loading tests conducted at the New Mosque building sites in Astana, Kazakhstan, are presented in this study. In accordance with the Kazakhstan GOST standard, the static loading tests (SLT) were conducted. In compliance with ASTM guidelines, GOST conducted the dynamic loading tests (DLT) and the pile dynamic load test (Instrumentation PDA). Based on the DLT results of driven piles carried out by PDA and the SLT results, driven piles at the New Mosque building site in Astana had bearing capabilities of 1600 kN. These studies are crucial to comprehending the relationship between soil and structure, particularly with regard to driven piles measuring 30 by 30 cm in cross-section and 7.5 m in length at the New Mosque construction site in Astana, Kazakhstan.