Resistance of alkali-activated slag to sulphate attack and elevated temperatures
نویسندگان
چکیده
منابع مشابه
1-D Compression Behaviour of Acid Sulphate Soils Treated with Alkali-Activated Slag
Improvements of soft soils by mechanically mixing cementitious additives have been widely practised for construction of infrastructure. Mixing of additives improves strength and compressibility properties of soils through the development of soil structure. This study investigates the 1-D compression behaviour of alkali-activated slag treated acid sulphate soils (ASS) cured up to 365 days. The v...
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Alkali Activated Slag Concrete (AASC) mixes are manufactured by activating ground granulated blast furnace slag (GGBFS) using sodium hydroxide and sodium silicate solutions. The aim of the present experimental research was to investigate the effect of increasing the dosages of sodium oxide (Na2O, in the range of 4 to 8%) and the activator modulus (Ms) (i.e. the SiO2/Na2O ratio, in the range of ...
متن کاملThe Interfacial Transition Zone in Alkali-Activated Slag Mortars
The interfacial transition zone (ITZ) is known to strongly influence the mechanical and transport properties of mortars and concretes. This paper studies the ITZ between siliceous (quartz) aggregates and alkali-activated slag (AAS) binders in the context of mortar specimens. Backscattered electron (BSE) images generated in an environmental scanning electron microscope (ESEM) are used to identif...
متن کاملTHEORY, EXPERIMENT AND PRACTICE OF SLAG ATTACK OF REFRACTORIES
Penetration and dissolution mechanisms are reviewed for predominantly single-phase oxide, two phase oxide and oxide-carbon composite refractories by liquid silicate slags. Theoretical models of these processes, as well as static (sessile drop, dipping and crucible) and dynamic (rotating finger and rotary slag) experimental tests, along with their practical limitations are considered. Direct (co...
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ژورنال
عنوان ژورنال: Journal of Scientific Research in Science
سال: 2018
ISSN: 2356-8372
DOI: 10.21608/jsrs.2018.25530