Geomechanics and Engineering

  • 제26권3호
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  • Pages.215-225
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  • 2021
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Assessment of ultimate load of drilled shaft socketed in rocks based on pile load tests

  • Hong, Won Pyo (Department of Civil, Environmental and Plant Engineering, Chung-Ang University) ;
  • Hong, Seongwon (Department of Safety Engineering, Korea National University of Transportation)
  • 투고 : 2020.09.15
  • 심사 : 2021.07.02
  • 발행 : 2021.08.10
⟨ 이전 논문 다음 논문 ⟩

초록

To investigate the settlement characteristics of drilled shaft socketed into igneous, metamorphic, or sedimentary rock, experimental results of the pile load tests were thoroughly collected in 20 different locations, clearly tabulated, and extensively compared with the standards for assessment of ultimate load. Total and elastic settlement patterns of drill shaft were completely dependent on the socketed pile length, the imposed load, the pile diameter, and the shear stress in bedrock, whereas residual settlement did not depend on the factors. It was also observed that the trends of total, residual, and elastic settlements were independent on bedrock types. Comparison between the experimental data and the standards shows that the total and residual settlements of large drilled shaft socketed in bedrock were too high to determine the ultimate load, and the reasonable amount of total or residual settlement measured from pile load test is proposed to assess the ultimate load capacity of drilled shaft socketed in bedrock.

키워드

과제정보

This work was supported by the Young Researcher Program through the National Research Foundation of Korea (NRF) funded by the Korea government (MSIP; Ministry of Science, ICT & Future Planning) (2021R1C1C1010087) and by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (2021R1A4A2001964). The views expressed are those of authors, and do not necessarily represent the sponsor.

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