개량형 CIP벽체용 말뚝의 하중-변위 거동 연구

초록

This research presented flexural behavior of newly improved CIP in which H beam is replaced by steel plate and the plate can be used for connection of struts. Several load tests for both reinforced concrete piles and devised CIP piles were carried out. From the comparison of both test results, it can be seen that newly-devised CIP piles have far higher flexural rigidity than that of reinforced concrete piles and it may be used effectively for CIP wall with relatively low cost.