Effect of silica fume on the performance of high-early-strength UHPC prepared with magnesium ammonium phosphate cement


Creative Commons License

He Z., Jiang Y., Shi J., Qin J., Liu D., Yalçınkaya Ç., ...Daha Fazla

CASE STUDIES IN CONSTRUCTION MATERIALS, cilt.20, sa.July 2024, ss.1-20, 2024 (SCI-Expanded)

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 20 Sayı: July 2024
  • Basım Tarihi: 2024
  • Doi Numarası: 10.1016/j.cscm.2024.e03351
  • Dergi Adı: CASE STUDIES IN CONSTRUCTION MATERIALS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Compendex, INSPEC, Directory of Open Access Journals
  • Sayfa Sayıları: ss.1-20
  • Dokuz Eylül Üniversitesi Adresli: Evet

Özet

Although ultra-high performance concrete (UHPC) prepared from Portland cement has high long-term strength and durability, its early strength development is still can be enhanced for shortening the prefabrication period or using it as a rapid repair material. Therefore, magnesium ammonium phosphate cement ultra-high performance concrete (MAPC-UHPC) was prepared using magnesium ammonium phosphate cement (MAPC), sand, steel fiber, and silica fume (SF) in this study. The effects of replacing MAPC with SF (5%–15%) on the fluidity, strength, and microstructure of MAPC-UHPC were studied. The results showed that the spread diameter of the MAPC-UHPC mixture was greater than 200 mm, and the setting time was between 5.5 and 8.5 min. Meanwhile, the 6-h compressive strength of MAPC-UHPC was higher than 100 MPa and could reach about 140 MPa in 28 d. When the 5%–15% binder was replaced by SF, the MAPC-UHPC fluidity and setting time increased with the increase in SF content. When 5% SF was used, the 6-h and 28-d compressive strengths of MAPC-UHPC increased by 3.91% and 3.86%, respectively, compared with the plain sample. The addition of SF promoted the formation of struvite and refined the pore structure, which also increased the compactness of the microstructure.