In this study, compressive capacity of a new form-block-wall (FBW) was studied through both the prism test and compressive strength test for single form-block. In the experiment, main variables are the difference in mix design of block and in strength of grout concrete. The result of prism test showed that the compressive strength of FBW was largely influenced by the strength of grout concrete while it was not influenced by the block‘s mix design difference.

• 전수민(한국교통대학교 건축공학과 석사과정) | Jeon, Su Min
• 서수연(한국교통대학교 건축공학과 교수, 공학박사) | Seo, Soo Yeon 교신저자
• 김경태(한국교통대학교 건축공학과 강사, 공학박사) | Kim, Kyong Tae
• 연제영(한국교통대학교 건축공학과 석사과정) | Yeon, Jea Young
• 이승준(한국교통대학교 건축공학과 석사과정) | Lee, Seung Jun