논문 상세보기

유전자 알고리즘-PLSR 모델 기반 아스팔트 바인더의 분자표현자와 밀도 관계 정립 KCI 등재

Genetic Algorithm–Partial Least Squares Regression Model for Predicting Density from Asphalt Binder Molecular Descriptors

  • 언어ENG
  • URLhttps://db.koreascholar.com/Article/Detail/436309
구독 기관 인증 시 무료 이용이 가능합니다. 4,000원
한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : This study aimed to develop a quantitative structure property relationships (QSPR) model to predict the density from the molecular structure information of the asphalt binder AAA1, a non-full connected structure mixed with a total of 12 molecules. METHODS : The partial least squares regression (PLSR) model, which models the relationship between predictions and responses and the structure of these variables, was applied to predict the density of a binder with molecule descriptors. The PLSR model could also analyze data with collinear, noisy, and multiple dimensional independent variables. The density and additive-free AAA1 binder’s molecule systems generated by an asphalt binder’s molecules-related study were used to fit the PLSR model with the molecular descriptors produced using alvaDesc software. In addition to developing the relationship, a systematic feature selection framework (i.e., the V-WSP- and PLSR-modelbased genetic algorithm (GA)) was applied to explore sets of predictors which contributed to predicting the physical property. RESULTS : The PLSR model accurately predicted the density for the AAA1 binder’s molecules using the condition of the temperature and aging level (R2 was 0.9537, RMSE was 0.00424, and MAP was 0.00323 for the test data) and provided a set of features which correlated well to the property. CONCLUSIONS : Through the establishment of the physical property prediction model, it was possible to evaluate the physical properties of construction materials without limited experiments or simulations, and it could be used to comprehensively design the modified material composition.

목차
1. 서론
2. 문헌고찰
3. 이론적 배경
    3.1. PLSR 모델
    3.2. 모델 변수 선택
    3.3. 관계식 성능 평가
4. 데이터 세트
5. 분석 결과
    5.1. 최적 변수 세트 구성
    5.2. PLSR 모델 정립
    5.3. 예측 변수 중요도
6. 결론
REFERENCES
저자
  • 윤태영(한국건설기술연구원 도로교통연구본부 연구위원) | Yun Taeyoung
  • 문재필(한국건설기술연구원 도로교통연구본부 수석연구원) | Moon Jaepil (Senior Researcher, Department of Highway & Transportation Research, 283, Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, Korea) Corresponding author
  • 심승보(한국건설기술연구원 지반연구본부 수석연구원) | Shim Seungbo
  • 주현진(한국건설기술연구원 도로교통연구본부 수석연구원) | Joo Hyunjin