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22대 대한민국 국회 국회정보길라잡이 국회의원검색
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소장정보 검색

국회도서관 홈으로 정보검색 소장정보 검색
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ABSTRACT 1

1. 서론 1

2. 실험 방법 2

3. 결과 및 고찰 2

4. 결론 6

REFERRENCES 6

표목차

Table 1. Starting Composition of Geopolymers 2

그림목차

Fig. 1. Microstructure and phases of starting fly-ash powder. 3

Fig. 2. Microstructure and phases of starting meta-kaolin powder. 3

Fig. 3. Microstructures of fly-ash based FGK geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M KOH activator. 3

Fig. 4. Microstructures of fly-ash based FGN geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M NaOH activator. 4

Fig. 5. XRD patterns of fly-ash based FGK geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M KOH activator. 4

Fig. 6. XRD patterns of fly-ash based FGN geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M NaOH activator. 4

Fig. 7. Microstructures of meta-kaolin based MGK geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M KOH activator. 4

Fig. 8. Microstructures of meta-kaolin based MGN geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M NaOH activator. 5

Fig. 9. XRD patterns of meta-kaolin based MGK geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M KOH activator. 5

Fig. 10. XRD patterns of meta-kaolin based MGN geopolymer cement prepared using (a) 3 M, (b) 6 M, (c) 9 M, and (d) 12 M NaOH activator. 5

Fig. 11. Compressive strength of fly-ash based geopolymer cement with the concentration of alkali activator; (a) FGK and (b) FGN. 5

Fig. 12. Compressive strength of meta-kaolin based geopolymer cement with the concentration of alkali activator; (a) MGK and (b) MGN. 6

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