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    Effect of GGBS on Water Absorption Capacity and Stability of Superabsorbent Polymers Partially Crosslinked with Alkalis

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 012
    Author:
    Almeida Fernando C. R.;Klemm Agnieszka J.
    DOI: 10.1061/(ASCE)MT.1943-5533.0002511
    Publisher: American Society of Civil Engineers
    Abstract: In an attempt to improve the sustainability of construction and reduce portland cement (PC) consumption, the use of supplementary cementitious materials (SCMs), such as ground granulated blast-furnace slag (GGBS), has become a common practice. On the other hand, to increase the durability of cementitious composites, various internal curing agents, including superabsorbent polymers (SAPs), are often used. Owing to their high capacity to absorb, retain, and release water, SAPs can provide additional water for continuous hydration and lead to more homogeneous microstructures. They are usually neutralized by alkali metals (sodium and potassium) to increase their absorption capacities and keep them stable in PC cementitious matrices. This article discusses the applicability of SAPs in blended systems. It aims to evaluate the effect of GGBS on the water absorption capacity and stability of three partially neutralized SAPs. SAP swelling capacity and kinetics of absorption, pH of binder solutions over time, and the mechanical properties of PC-GGBS matrices are analyzed. The results show that alkali content of up to 4% by weight leads to a GGBS system that is comparable to a stable PC system. Above this limit, SAP degradation starts to take place due to ion exchange with GGBS solution components, resulting in lower compressive strength compared to PC matrices. Thus, the excess of alkalis in SAP networks plays an important role in GGBS aqueous solutions.
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      Effect of GGBS on Water Absorption Capacity and Stability of Superabsorbent Polymers Partially Crosslinked with Alkalis

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    contributor authorAlmeida Fernando C. R.;Klemm Agnieszka J.
    date accessioned2019-02-26T07:48:42Z
    date available2019-02-26T07:48:42Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002511.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249557
    description abstractIn an attempt to improve the sustainability of construction and reduce portland cement (PC) consumption, the use of supplementary cementitious materials (SCMs), such as ground granulated blast-furnace slag (GGBS), has become a common practice. On the other hand, to increase the durability of cementitious composites, various internal curing agents, including superabsorbent polymers (SAPs), are often used. Owing to their high capacity to absorb, retain, and release water, SAPs can provide additional water for continuous hydration and lead to more homogeneous microstructures. They are usually neutralized by alkali metals (sodium and potassium) to increase their absorption capacities and keep them stable in PC cementitious matrices. This article discusses the applicability of SAPs in blended systems. It aims to evaluate the effect of GGBS on the water absorption capacity and stability of three partially neutralized SAPs. SAP swelling capacity and kinetics of absorption, pH of binder solutions over time, and the mechanical properties of PC-GGBS matrices are analyzed. The results show that alkali content of up to 4% by weight leads to a GGBS system that is comparable to a stable PC system. Above this limit, SAP degradation starts to take place due to ion exchange with GGBS solution components, resulting in lower compressive strength compared to PC matrices. Thus, the excess of alkalis in SAP networks plays an important role in GGBS aqueous solutions.
    publisherAmerican Society of Civil Engineers
    titleEffect of GGBS on Water Absorption Capacity and Stability of Superabsorbent Polymers Partially Crosslinked with Alkalis
    typeJournal Paper
    journal volume30
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002511
    page4018315
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 012
    contenttypeFulltext
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