투수성 포장체 쇄석 보조기층 지오그리드 보강효과 확인에 대한 연구
(주)코리아스칼라
- 최초 등록일
- 2016.05.03
- 최종 저작일
- 2015.12
- 7페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 6권 / 4호
ㆍ저자명 : 권혁민, 오정호, 한신인
목차
1. 서 론
2. 현장시험방법
3. 현장시험용 투수성 포장체 시공
4. 시험결과
5. 수치해석 검토
6. 결론 및 제언
ACKNOWLEDGEMENT
References
영어 초록
A rapid urbanization has increased the portion of paved layer that results in the change of water circulation system. This change leads to frequent events of flooding, drought, and urban heat island. To resolve these issues, permeable pavement system based on Low Impact Development (LID) concept is being applied to international urban areas. Therefore it is necessary to establish a rational design procedure for the permeable pavement system that reflects our environmental conditions. iDue to inherent characteristics of permeable pavement system, water infiltrates thorough the layers so it may reduce the bearing capacity of sub-layers. In this study, an effort was made to investigate the effectiveness of geogrid reinforced crushed stone subbase layer based on field experimental program along with a limited numerical analysis. It reveals that geogrid reinforced sections improve the bearing capacity by close to 20%. In addition, a light weight deflectomenter (LWDT) appears to be promising for the compaction quality control of crushed stone subbase layer in order to construct qualified permeable pavement systems.
참고 자료
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