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author:

Wu, W. (Wu, W..) [1] (Scholars:吴文达) | Kang, S. (Kang, S..) [2] | Wang, X. (Wang, X..) [3] (Scholars:王雪芳) | Liu, H. (Liu, H..) [4]

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Scopus

Abstract:

Driven by the scarcity of river sand and accompanying environmental concerns, sea sand is emerging as an alternative material. However, the durability of construction products can be jeopardized by chloride ions in raw sea sand. Alkali-activated cementitious materials possess high chloride binding capacity, alleviating some of these risks. But its carbonation resistance is weaker. In alkali-activated sea sand slag (AASS) mortars, the interaction effects and mechanisms of carbonation and chloride ions are still unclear. To address this, our study investigates the effects of alkali equivalent and sea sand substitution rates on carbonation resistance and chloride ion distribution in AASS mortar. Mortar specimens were prepared with varying alkali equivalents (4–6%) and sea sand substitution rates (0–100%), followed by mechanical strength, carbonation depth, chloride ion distribution, and microstructure. Our results reveal that higher alkali equivalents improve mechanical performance and carbonation resistance. Although the presence of shells in sea sand slightly reduces strength, an optimal substitution rate of 30% refines pore structure and thereby enhances durability. Conversely, higher sea sand substitution negatively affects resistance due to poor gradation. Increased alkali equivalent slightly escalated peak chloride concentration, whereas higher sea sand amplified the concentration gradient, expediting chloride transport. Through TG and MIP analyses, optimal resistance was verified at 5% alkali equivalent and 30% sea sand substitution. In conclusion, appropriate sea sand incorporation can improve AASS mortar durability, making sea sand a feasible alternative material. © 2023

Keyword:

Alkali-activated sea sand slag mortar Alkali equivalent Carbonation resistance Chloride ion distribution Sea sand substitution rates

Community:

  • [ 1 ] [Wu W.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, 362200, China
  • [ 2 ] [Wu W.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Kang S.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, 362200, China
  • [ 4 ] [Wang X.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, 362200, China
  • [ 5 ] [Wang X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 6 ] [Liu H.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, 362200, China

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Source :

Case Studies in Construction Materials

ISSN: 2214-5095

Year: 2023

Volume: 19

6 . 5

JCR@2023

6 . 5 0 0

JCR@2023

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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