첨가재 종류 및 혼합 방법에 따른 순환골재를 사용한 기층재 특성에 관한 실험적 연구
(주)코리아스칼라
- 최초 등록일
- 2024.01.15
- 최종 저작일
- 2023.12
- 6페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 14권 / 6호
ㆍ저자명 : 임희섭, 최유승, 조형규
목차
1. 서 론
2. 시멘트 안정처리 기층공법
3. 기층재 재료 및 실험 계획
3.1 사용 재료
3.2 실험 계획
4. 실험 결과 및 분석
5. 결 론
ACKNOWLEDGMENT
REFERENCES
영어 초록
Asphalt concrete, which is used as a road base material, accounts for >90% of a road pavement. A huge amount of waste concrete and waste asphalt concrete aggregates are generated. Recently, carbon neutrality is promoted across all industries for sustainability. Therefore, to achieve carbon neutrality in the asphalt concrete industry, waste asphalt concrete aggregates should be recycled. Additionally, road base materials are prepared using additives to ensure structural stability, durability, and economic efficiency. In this study, recycled asphalt concrete aggregates were used to evaluate the physical properties of road base materials according to the type of polymer additive and mixing method, and the applicability of road base each material was evaluated. Results showed that when the acrylate-based polymer additive was mixed, the uniaxial compressive strength was 30% higher. Furthermore, the compressive strength of the split mix was improved by ~29% compared to the total mix.
참고 자료
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