In this current study evaluated the horizontal shear strength of reinforced concrete pile between pile body and infilled concrete interface. From the calculated results of horizontal shear strength it was found that the interface between pile body and infilled concrete was evaluated to be able to safely resist factored shear stress.

• 방진욱(충남대학교 토목공학과) | Bang, Jin Wook
• 현정환(충남대학교 토목공학과) | Hyun, Jung Hwan
• 권기성(충남대학교 토목공학과) | Kwon, Ki Sung
• 박수현(충남대학교 토목공학과) | Park Su Hyeon
• 김윤용(충남대학교 토목공학과) | Kim, Yun-Yong 교신저자