PURPOSES : The purpose of this study is to estimate the optimum content of an inorganic additive for cold-recycled asphalt mixtures and evaluate its performance.
METHODS: An indirect tensile test, a tensile-strength ratio test, and an indirect tensile-fatigue test were conducted on cold-recycling asphalt mixtures with various additives.
RESULTS: The laboratory performance tests indicated that granulated blast-furnace slag mixed with inorganic and cement activators provided optimum performance. The performance results of the cold-recycled asphalt pavement were similar to the inorganic and cement activators’ performance in terms of the indirect tensile strength, tensile strength ratio, and indirect tensile-fatigue test.
CONCLUSIONS : Overall, the performance of a cold-recycled asphalt mixture using inorganic additives and emulsion asphalt was comparable to a warm-recycled asphalt mixture. However, more experiments aimed at improving its performance and studying the effect of the inorganic additives must be conducted.

ABSTRACT
 1. 서론
  1.1. 연구의 배경 및 목적
  1.2. 연구의 내용 및 범위
 2. 기존 연구 및 문헌고찰
  2.1. 국내연구
  2.2. 국외연구
 3. 실내시험
  3.1. 사용 재료
  3.2. 무시멘트 첨가제 개선을 위한 실내 시험
  3.3. 시편제작 및 시험방법
 4. 시험 결과
  4.1. 공극률
  4.2. 간접인장강도
  4.3. 인장강도비(Tensile Strength Ratio, TSR)
  4.4. 피로균열 저항성
 5. 결론
 REFERENCES

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