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Control specimens were prepared using Portland cement binder.
The worst performance was shown by the recycled aggregate concrete mix with a cement binder.
The model developed for the constitutive behaviour of geopolymer has many similarities to Portland cement binder; however, differences do exist namely in the form of increased stiffness or reduced ductility in geopolymer compared to Portland cement binder.
It could be confirmed that treatment with burnt lime caused more heaving under the same boundary conditions, than the use of cement binder.
Fly ash-based geopolymer was used as complete replacement of cement binder to significantly increase the environmental sustainability of the composite compared to the engineered cementitious composite (ECC).
The generally used binder is lime, but in this study a prompt natural cement binder was used.
Similar(44)
SEM was performed to examine the microstructure as well as nature of the cement binder-glass interfacial zone.
It is generally possible only when epoxy resins are used in place of cement binders.
Thermal analysis techniques are increasingly being used to investigate the physico-chemical behavior of non-portland cement binders exposed to aggressive environments.
Two types of emulsions, two types of asphalt cement binders, two types of mineral aggregate as well as two types of recycled crumb rubber were involved in the examined test matrix.
We hypothesize that differences in pore solution chemistry between alkali-activated and Portland cement binders render electrical methods unable to accurately estimate chloride permeability in alkali-activated concrete.
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