수치해석을 통한 성토지지말뚝에 대한 토목섬유 보강 효과 분석

목차 (Table of Contents)

• Abstract
• 요지
• 1. 서론
• 2. 하중전달 메커니즘
• 3. 수치해석 방법
• 4. 해석결과 및 분석
• 5. 현행 설계 방법과 수치해석 결과의 비교
• 6. 결론
• 참고문헌

참고문헌 (Reference)

1 홍원표, "토목섬유보강 성토지지말뚝시스템의 지반아칭에 관한 이론해석" 대한토목학회 28 (28): 133-141, 2008

2 이재호, "토목섬유보강 성토지지말뚝시스템에서의 지반아칭" 중앙대학교 2006

3 오영인, "지오그리드와 말뚝으로 보강된 성토지반의 보강 및 아칭효과 연구" 한국지반공학회 21 (21): 5-16, 2005

4 이광우, "연약지반 측방유동 억지를 위한 토목섬유 보강성토지지말뚝시스템의 설계법" 중앙대학교 2006

5 김홍종, "연약지반 구간 고속도로의 개통 후 침하량 평가" 한국도로공사 79-86, 2006

6 홍원표, "말뚝과 토목섬유로 지지된 성토지반의아칭효과" 한국지반공학회 23 (23): 53-66, 2007

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29 "ASIRI"

30 Russell, D., "A new design procedure for piled embankments" 858-865, 2003