The PHC pile offers high compressive strength, resistance to bending moment, economic efficiency and many other benefits. Being vulnerable to lateral force, however, it can only be applied in limited situations in which the strong lateral force doesn't need to be put in place, thus requiring the development of new forms of pile. For this reason, this study produces a concrete-Infilled Composite PHC pile(ICP pile) reinforced with shear reinforcement and ilfilled concrete and conducts a shear test according to KSF 4306.

• 현정환(충남대학교, 토목공학과, 박사과정) | Hyun, Jung Hwan
• 방진욱(충남대학교, 토목공학과, 박사과정) | Bang, Jin Wook
• 서지석(충남대학교, 토목공학과, 석사과정) | Seo, Ji Seok
• 이의성(충남대학교, 토목공학과, 석사과정) | Lee, eue sung
• 김윤용(충남대학교 토목공학과 교수, 공학박사) | Kim, Yun Yong Corresponding Author