Axial Load Transfer Behavior for Driven Open-ended End bearing Steel Pipe Pile

선단지지된 항타개단강관말뚝의 축하중전이거동

In this study, static pile load tests with load transfer measurement were accomplished in the field. Yield pile capacity (or ultimate pile capacity) determined by load-settlement-time relationship was determined and axial load transfer behavior was analyzed. In the test for the four test piles were behaved as end bearing pile but ratios of skin friction to total pile capacity were 27%∼33%.