Ultrafine Portland cement grouting performance with or without additives
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Tarih
2014
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Springer Verlag
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The aim of this experimental study was to investigate the penetrability of ultrafine Portland cement suspensions with or without additives into sand specimens and the strength and permeability of grouted sand samples. It was shown that ultrafine Portland cement grouts with dispersive agent could be used to treat not only medium to fine sand but also 100% fine sand where chemical grouts can only penetrate The basic rheological properties of ultrafine Portland cement suspensions with or without additives were studied. The penetration performance of suspensions into various graded medium to fine sand specimens prepared at different relative densities was examined. The unconfined compressive strength and the permeability characteristics of sand specimens permeated with ultrafine Portland cement suspensions with or without additives were searched at different time intervals. © 2015, Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg.
Açıklama
Anahtar Kelimeler
Microsilica, Permeability, Rheology, Strength, Ultrafine Portland Cement
Kaynak
KSCE Journal of Civil Engineering
WoS Q Değeri
N/A
Scopus Q Değeri
Q2
Cilt
19
Sayı
7
Künye
Mollamahmutoğlu, M., Avcı, E. (2015). Ultrafine Portland cement grouting performance with or without additives. KSCE Journal of Civil Engineering, 19(7), 2041-2050.
