Many of the reservoir is surrounded by mountains, and many reservoirs slope are not receiving proper maintenance. The slopes of adjacent to the reservoir is the blind spot of the administration. Landslides in the reservoir had caused the destruction of the structure from wave and overtopping. In addition, this has a severe impact on the stability of the downstream portion. In this study, an infinite slope stability analysis utilizing the on-site investigation and SINMAP be performed for vulnerability analysis of the landslide of adjacent to the reservoir.

• 배우석((주)나노지오이엔씨 기술연구소 소장, 공학박사) | Bae, Woo Seok 교신저자
• 이홍열((주)나노지오이엔씨 기술연구소 차장, 공학석사) | Lee, Hong Yeol
• 신창건(한국시설안전공단 기술본부, 토질 및 기초기술사, 공학박사) | Shin, Chang Gun
• 채민이(한국시설안전공단 진단본부, 상하수도안전실, 과장) | Chae, Min Lee