Durability properties of alkali pozzolan cement (APC)

Kulasuriya, Chandana; Dias, W. P. S.; Vimonsatit, Vanissorn

doi:10.4038/jnsfsr.v47i1.8929

Cited by 4 publications

(1 citation statement)

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“…When NS reacts with Ca(OH) 2 , it creates an alkaline environment that accelerates the dissolution of active alumina and silica in the cement–pozzolan–water system. Studies have revealed that cementitious materials with fly ash and slag can benefit from sulphate-forming ettringite, which enhances their mechanical properties [ 30 , 31 ]. NS-activated mortars exhibit less shrinkage than silicate-activated mortars because of the creation of more ettringite crystals [ 32 ].…”

Section: Introductionmentioning

confidence: 99%

Exploring the Utilization of Activated Volcanic Ash as a Substitute for Portland Cement in Mortar Formulation: A Thorough Experimental Investigation

Játiva,

Etxeberria

2024

Materials

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The manufacture of natural pozzolans as cement products is economically affordable and contributes to CO2 mitigation in the cement-based materials industry. Through two experimental stages, this study evaluates the feasibility of using volcanic ash (VA) to partially substitute portland cement (PC) in mortar production. In Stage 1, the effectiveness of different activation methods, such as calcination, alkali activation, and lime addition, in enhancing VA reactivity was assessed when the mortars were produced using 35% VA. The compressive strength (fcm) and physical properties of the mortars produced were determined at 7 and 28 days and compared with those of mortars without activated VA. In Stage 2, the most effective treatments obtained from Stage 1 were applied to produce mortars with 50% and 75% of VA replacements, focusing on their physical and mechanical properties. The findings revealed promising results, particularly when mortars were produced with up to 50% calcined VA (CVA) at 700 °C and 20 wt% lime addition, reaching a higher fcm than 45 MPa. Chemical activation with 2% CaCl or 1% NSi enhanced early-age strength in 35% VA-based mortars. Additionally, NSi-activated CVA-lime-based mortar at 50% VA achieved a notable fcm of 40 MPa at 28 days. Even mortars with 75% VA replacement achieved an adequate compressive strength of 33MPa at 28 days. This study determined that VA-based mortars have the potential for construction applications.

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Section: Introductionmentioning

confidence: 99%