ABSTRACT

Recently, load transfer criteria for large-capacity helical piles have been proposed based on the 5% helix diameter (Dh) displacement criterion. However, helical piles used as foundation for solar farms in Saemangeum were typically small. The topmost helix is located at shallower depths to provide lateral resistance against wind loading, and the spacing ratio of the helices was less than 3.0Dh. To investigate the factors that affect axial capacity, the load transfer method is used to analyze the helical piles in the compression and uplift tests. It was found that the individual bearing method did not well represent the measured capacity of the helical piles based on the 0.05Dh criterion. In the calculation of the uplift capacity, the lead helix is usually assumed to provide most of the resistance; however, it was necessary to neglect the top helix in this study due to the unique configuration of the helical piles.

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Pages: 257 - 266

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Published online: Feb 22, 2024

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Hyeong-Joo Kim, Ph.D., M.ASCE [email protected]
1Dept. of Civil Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Peter Rey T. Dinoy, Ph.D. [email protected]
2Renewable Energy Research Institute, Dept. of Civil Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Hyeong-Soo Kim, Ph.D. [email protected]
3Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Tae-Woong Park, Ph.D. [email protected]
4Renewable Energy Research Institute, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
James Vincent Reyes [email protected]
5Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Young-Soung Joung, P.E. [email protected]
6Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Jun-Young Park, P.E. [email protected]
7Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Voltaire Anthony A. Corsino Jr., P.E. [email protected]
8Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]
Kevin Bagas Mawuntu [email protected]
9Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan, Korea. Email: [email protected]

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