Strength behavior and autogenous shrinkage of alkali-activated mortar made from low-calcium fly ash and calcium carbide residue mixture

บทความในวารสาร


ผู้เขียน/บรรณาธิการ


กลุ่มสาขาการวิจัยเชิงกลยุทธ์


รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่งSuttiprapa P., Tangchirapat W., Jaturapitakkul C., Rattanasak U., Jitsangiam P.

ผู้เผยแพร่Elsevier

ปีที่เผยแพร่ (ค.ศ.)2021

วารสารConstruction and Building Materials (0950-0618)

Volume number312

นอก0950-0618

eISSN1879-0526

URLhttps://www.sciencedirect.com/science/article/abs/pii/S0950061821031767


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บทคัดย่อ

In this study, the effects of sodium hydroxide (NaOH) concentrations, ratios of low-calcium fly ash (FA) to calcium carbide residue (CR), and adding 5% of Portland cement on compressive strength and autogenous shrinkage of alkali-activated mortar made from FA-CR mixtures were investigated and verified by examining the microstructure and morphology of alkali-activated paste. Both FA and CR were improved by grinding a finer powder. The alkali activators were a NaOH solution and a liquid sodium silicate at a constant ratio of 2:1. The results indicated that the utilization of CR partially substituted in FA and activated with a higher NaOH concentration significantly improved the compressive strength of alkali-activated mortars. The autogenous shrinkage of alkali-activated mortars increased with the increased NaOH concentration and decreased significantly when the CR partially replaced in FA. An alkali-activated mortar made from an FA-CR mixture (without cement) achieved compressive strengths up to 60.2 MPa and had an autogenous shrinkage of less than 100 × 10−6 mm/mm. Moreover, the XRD patterns of alkali-activated pastes showed that the reaction products of C–S–H, C–A–S–H, and N–A–S–H were related to the dense structure and the Si, Al, Ca, and Na detected in SEM/EDS results.


คำสำคัญ

Alkali-activated mortarAutogenous shrinkageCalcium carbide residueCompressive strengthLow-calcium fly ash


อัพเดทล่าสุด 2023-17-10 ถึง 07:39