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http://dx.doi.org/10.5392/JKCA.2020.20.11.669

Study on the Bearing Capacity of Helical Pile through Field Load Tests  

Kwon, Gi-Ryeol ((주)한성개발공사)
Jang, Jeong-Wook (창원대학교 토목환경화공융합공학부)
Cho, Song-Hyun (창원대학교 토목환경화공융합공학부)
Publication Information
The Journal of the Korea Contents Association / v.20, no.11, 2020 , pp. 669-675 More about this Journal
Abstract
This research has focused on comparing the capacity predicted by the theoretical formula with the one measured by field load tests to examine characteristics of the bearing capacity of a helical pile. The helical pile is featured by a central shaft with one or more helical-shaped bearing plates. Being established by a small rotary attached to an excavator that applies toque, the helical piles can be readily constructed at narrow sites, especially in an urban area with relatively less noise than the others requiring driving and excavation. Although many cases of the helical pile constructions can be recently found, the bearing capacity of the pile has been limitedly studied. To this end, this contribution analyzes and presents comprehensive results of the ten field loading tests with an application of different parameters depending on joint condition and specification of the helical piles, and types of tests and grouting.
Keywords
Helical Pile; Field Load Test; Bearing Capacity; Individual Bearing Method; Cylindrical Shear Method;
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