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초록
In this study, performance of reinforced railroad roadbeds with the reinforced roadbed materials were investigated through the real scale roadbed tests. It was also found that the reinforced roadbed with reinforced roadbed materials has less elastic and plastic settlement than the one with soil. The slag roadbed was more effective than the crushed stone roadbed with the same condition for load distribution. Therefore considering overall characteristics of reinforced roadbed material, the optimum thickness was recommended as 50 cm. Furthermore the real scale model test under the simulated rainfall condition, the settlement in the slag roadbed was about 8 times smaller than the settlement in the soil roadbed.
키워드
노상지지력; 동적하중; 강화노반; 소성침하; Stiffness of Subgrade; Cyclic Loading; Reinforced Roadbed; Plastic Displacement; Stiffness of Subgrade; Cyclic Loading; Reinforced Roadbed; Plastic Displacement
- 제목
- 동적하중 재하시 강화노반 재료별 침하 특성
- 제목 (타언어)
- Characteristics of Displacement of the Reinforced Roadbed Materials with Cyclic Loading
- 저자
- 황선근; 이성혁; 최찬용
- 발행일
- 2002-06
- 저널명
- 한국철도학회논문집
- 권
- 5
- 호
- 2
- 페이지
- 70 ~ 76
- 언어
- KOR
- 출판사
- 한국철도학회
- 발행국가
- 대한민국
- 분량
- 7 페이지
- ISSN
- E 2288-2235
P 1738-6225