In this study, fresh state properties and mechanical properties of low slump modified sulfur concrete have been evaluated in order to utilize the test results as baseline data for usability analysis of modified sulfur concrete which can be applied to slip-form method. As results, holding time of slump test was delayed under 5.0% of modified sulfur addition ratio. Also, compressive strength, and tensile strength of modified sulfur concrete were equivalent with that of plain concrete.

• 김정현(충남대학교 건축공학과, 석사과정) | Kim, Jung Hyun
• 김규용(충남대학교 건축공학과, 교수, 공학박사) | Kim, Gyu Yong 교신저자
• 김진만(공주대학교 건축공학과, 교수, 공학박사) | Kim, Jin Man
• 이도헌(한국토지주택공사, 토지주택연구원, 선임연구위원, 공학박사) | Lee, Do Heun
• 전명훈(한국토지주택공사, 토지주택연구원, 수석연구원, 공학박사) | Jun, Myoung Hoon