현장 침하 DB를 이용한 콘크리트 궤도에서의 연약지반의 잔류침하 특성 평가

목차 (Table of Contents)

• Abstract
• 초록
• 1. 서론
• 2. 고속철도 노반의 잔류침하 특성
• 3. 현장 침하 DB를 이용한 실측 잔류침하 분석
• 4. 영향인자별 침하 기여도
• 5. 결론
• References

참고문헌 (Reference)

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2 Japan international cooperation agency, "The project for improvement of road technology in disaster affected area in myanmar, Soft Ground Treatment Manual" 2015

3 Korea rail network Authority, "The Railroad Design Standards(Roadbed Part)"

4 German Industrial Standard, "Soil-Analysis of Settlement, DIN4019(2014-01)"

5 Korea rail network Authority, "Railway design guidelines and handbook, KR C-14040" 2012

6 I.H. Lee, "Improvement of design criteria for Improving of settlement repression performance at earthwork" 17 (17): 37-44, 2014

7 I.K. Noh, "Experimental study on the computational method for the compressibility of embankment material due to self-weight" Pusan national university 2005

8 Korea highway corporation, "Evaluation and improvement of ride discomfort at bridge approaches in service. Research Report" 2012

9 Code of International Union of Railway, "Earthworks and Track Bed Construction for Railway Lines(UIC 719R)" 2008

10 Tsunehisa Ishii, "Compression settlement of road embankment" 1001 : 13-20, 1977

11 J.H. Sim, "A study of settlement through comparative analysis and long-term instrumentation for Gyungbu high speed concrete track" Woosong university 2011