The design of buried underground flexible pipes proposed in domestic standards does not properly reflect changes in ground characteristics. Overseas standards suggest that pipe deflection must be considered while designing them. Therefore, in this study, the structural behavior of underground polyvinyl chloride pipes was investigated through experiments and the finite element analysis. In addition, when the pipe deflection occurred at 3% and 5%, the hydraulic characteristics of the polyvinyl chloride pipe showed a slight difference compared to the round pipe.

1. 서 론
2. 염화비닐관의 역학적 특성
    2.1 인장강도 시험
    2.2 편평시험
    2.3 유한요소해석
3. 지중매설 염화비닐 관의 거동
4. 지중매설 염화비닐 관의 설계검토
5. 염화비닐관의 수리특성
    5.1 수리적 특성
    5.2 수송능력 평가
    5.3 수리설계
6. 결 론
감사의 글
REFERENCES

• 김승욱(아신씨엔티 부회장) | Kim, Seungwook (Vice-chairman, ASIN C&T, Gyunggi-do, Korea)
• 유찬호(대림대학교 교수) | Yoo, Chanho (Professor, Daelim University College, Gyunggi-do, Korea)
• 최원창(가천대학교 건축공학과 교수) | Choi, Wonchang (Professor, Gachon University, Gyunggi-do, Korea)
• 김선희(가천대학교 건축공학과 조교수) | Kim, Sun-Hee (Assistant Professor, Gachon University, Gyunggi-do, Korea)