Technical Papers
May 20, 2020

End-Bearing Capacity of Embedded Piles with Inclined-Base Plate: Laboratory Model Tests

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 8

Abstract

The objective of this study is to investigate the effects of an inclined base plate on the end bearing capacity of embedded piles and soil behavior below a pile base according to the vertical stress and inclination angle of the base plate. Two types of model piles were prepared: a conventional pile with a flat base plate with a diameter of 50 mm and piles with an inclined base plate with a diameter of 56 mm. Load tests were conducted using model piles with a diameter of 50 mm incorporated with load cells and bender elements in a calibration chamber. The end bearing capacity, unit end bearing capacity, and shear wave velocity increase for all model piles with an increase in the vertical stress and in the inclination angle. The increment in the end bearing capacity may result from the increased projected area, the increased contact area between the inclined base plate and soil, and increased horizontal effective stress. The unit end bearing capacity also demonstrates a good relationship with the shear wave velocity, which is a function of the horizontal effective stress below the pile base. This study suggests that piles with inclined base plates may be effectively used in the embedded pile method to improve the end bearing capacity.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science, ICT & Future Planning (NRF- 2017R1A2B3008466).

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 8August 2020

History

Received: May 30, 2019
Accepted: Mar 6, 2020
Published online: May 20, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 20, 2020

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Authors

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Kyungsoo Han [email protected]
Ph.D. Student, Lyles School of Civil Engineering, Purdue Univ., 550, Stadium Mall Dr., West Lafayette, IN 47907; formerly, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 145, Anam-ro, Seongbuk-gu, Seoul, 02841, Republic of Korea. Email: [email protected]
Ph.D. Candidate, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 145, Anam-ro, Seongbuk-gu, Seoul 02841, Republic of Korea. ORCID: https://orcid.org/0000-0003-1344-7269. Email: [email protected]
Won-Taek Hong, Ph.D. [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Gachon Univ., 1342, Seongnam-daero, Sujeong-gu, Seongnam-si, Gyeonggi-do 13120, Republic of Korea. Email: [email protected]
Jong-Sub Lee, Ph.D., M.ASCE [email protected]
P.E.
Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 145, Anam-ro, Seongbuk-gu, Seoul 02841, Republic of Korea (corresponding author). Email: [email protected]

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