2019
DOI: 10.1007/978-3-030-32816-0_27
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Effects of Micro- and Ultrafine Metakaolin on Compressive Strength and Water Sorptivity of High Volume Fly Ash Concrete

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Cited by 6 publications
(4 citation statements)
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“…Compressive strength is a fundamental property of concrete, making it the most common mechanical property investigated in almost every study of HVFA mixtures. Given the same w/cm and curing regime, a reduction in the compressive strength at various curing ages (mainly ranging from 1 d to 365 d) is generally reported when replacing cement with HVFA [36][37][38][39][40][41][42][43][44]. e level of strength reduction increases with increasing fly ash content and decreases with increasing curing age.…”
Section: Compressive Strengthmentioning
confidence: 95%
“…Compressive strength is a fundamental property of concrete, making it the most common mechanical property investigated in almost every study of HVFA mixtures. Given the same w/cm and curing regime, a reduction in the compressive strength at various curing ages (mainly ranging from 1 d to 365 d) is generally reported when replacing cement with HVFA [36][37][38][39][40][41][42][43][44]. e level of strength reduction increases with increasing fly ash content and decreases with increasing curing age.…”
Section: Compressive Strengthmentioning
confidence: 95%
“…Jalur pejalan kaki anak sebagai salah satu fasilitas infrastruktur bagi anak memberikan prioritas kegiatan anak saat berjalan kaki termasuk berlari dan bermain (Makalew et al, 2017;Makalew et al, 2018;Makalew et al, 2019;Makalew et al, 2021). Produk paving berpori dikembangkan dengan mempertimbangkan keamanan, kenyamanan dan tekstur serta warna yang menarik bagi anak ; (Supit & Makalew, 2019). Shelter pejalan kaki merupakan area perhentian sementara pengguna jalan dan komuter transport umum.…”
Section: Hasil Dan Pembahasanunclassified
“…Such blends are composed of at least two pozzolanic materials. Fly ash is one of them (it is the main component of the blend) and more active fine-grained pozzolanic material (e.g., silica fume [ 17 , 26 , 27 ], nano-silica [ 17 , 28 , 29 , 30 , 31 ], metakaolin [ 27 , 32 ]) is the other. In such a composition, very active pozzolana can react in the early hydration period, during which fly ash is almost inactive.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, fine grains of the active pozzolana can accelerate hydration of cement (nucleation effect). In this way, the start of setting can occur faster, and early compressive strength may be higher compared to fly ash–cement mixtures without additional pozzolanic components [ 17 , 26 , 27 , 29 , 30 , 32 ]. Fly ash shows activity and contributes to the development of strength and tightness in later periods.…”
Section: Introductionmentioning
confidence: 99%