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contributor authorKiatsuda Somna
contributor authorChai Jaturapitakkul
contributor authorPuangrat Kajitvichyanukul
date accessioned2017-05-08T21:55:17Z
date available2017-05-08T21:55:17Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000200.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66515
description abstractMicrostructures of calcium carbide residue (CCR) and CCR–ground fly ash (CCR-GFA) pastes were examined. A ratio of CCR to GFA of 30 to 70 by weight was used as a binder without portland cement. CCR-GFA pastes with three different water-to-binder (W/B) ratios of 0.3, 0.4, and 0.5 were prepared. Scanning electron microscopy (SEM) was used to study the morphology of the CCR-GFA pastes. X-ray diffractometry (XRD) and Fourier transform infrared (FTIR) spectroscopy were used to provide fundamental information about the specimens. Microstructures of CCR-GFA pastes were studied at 60 days. The compressive strengths of CCR-GFA pastes were determined at 7, 14, 28, 42, and 60 days. The morphology of CCR-GFA paste was composed of gelatinous particles of different sizes. The fracture surface was inhomogeneous with rough textures. Calcium silicate hydrate (CSH) product as
publisherAmerican Society of Civil Engineers
titleMicrostructure of Calcium Carbide Residue–Ground Fly Ash Paste
typeJournal Paper
journal volume23
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000167
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 003
contenttypeFulltext


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