This study investigates the application of a synthetic resine based net-hose system to sustain vegetated embankment slope reinforcement. The net-hose system is designated to improve water supply to the vegetation that can suffer the lack of water in case of extreme drying condition or rock slope where water supply is relatively insufficient to ensure the growth of vegetation. A series of laboratory tests were conducted to check the structural adequacy and effectiveness of net-hose system. The results indicated that the model slope equipped with net-hose system seemed to provide better water supply resulting in more vegetated areas and higher matric suction due to active water uptake capacity, which might be contributed to greater shear strength of slope surface. A limited numerical analysis was conducted to verify the effect of water uptake on vegetated root system that generally yields better slope stability.

1. 서 론
2. 네트호스 설계 및 제작
3. 모형사면 실험방법 및 결과
4. 수치해석 방법 및 결과
5. 결 론
감사의 글
References

• 백용기(삼보기술단 과장) | Baek, Yong-Gi
• 이민규(서경종합기술단 대표) | Lee, Min-Kyu
• 안재훈(부산대학교 건설융합학부 부교수) | Ahn, Jaehun
• 오정호(한국교통학교 철도시설공학과 조교수) | Oh, Jeongho Corresponding author