In this study, compressive behavior of form-block-wall was studied through prism test. In the experiment, main variables are the difference in mix design of block and strength of grout concrete. Experiment result showed that the prism strength of form-block-wall increased in proportion to the strength of grout and block. The initial stiffness in load-displacement curve varied corresponding to the difference of block strength in low strength of grout concrete while there was not a difference of it in the case of high strength of grout concrete.

• 전수민(한국교통대학교 건축공학과 석사과정) | Jeon, Su Min
• 서수연(한국교통대학교 건축공학과 교수, 공학박사) | Seo, Soo Yeon 교신저자
• 김경태(한국교통대학교 건축공학과 시간강사, 공학박사) | Kim, Kyong Tae
• 기쿠치 켄지(일본 오이타대학 공학부 복지환경공학과 교수, 공학박사) | Kikuchi, Kenji
• 구로키 마사유키(일본 오이타대학 공학부 복지환경공학과 조교, 공학박사) | Kuroki, Mosayuki