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author:

Wu, W. (Wu, W..) [1] (Scholars:吴文达) | Wang, T. (Wang, T..) [2] | Gong, Q. (Gong, Q..) [3] | Zhang, K. (Zhang, K..) [4] (Scholars:张凯建) | An, X. (An, X..) [5] | Wang, D. (Wang, D..) [6] (Scholars:王德辉)

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Scopus

Abstract:

Research of seawater and sea sand concrete (SWSSC) is the current hot topic, but effects of water-cement ratios (W/C) on alkali-silica reaction (ASR) of SWSSC haven't been investigated. To solve this issue, the ASR products, pore structure and expansion rate of specimens with different W/C (0.35 ∼ 0.55) were measured. The study shows that pore structure and Na+ consumption are two key factors influencing ASR of SWSSC. When the W/C increases from 0.45 to 0.55, Na+ in specimen replaces K+ in ASR-P1(K0.52Ca1.16Si4O8(OH)2.84·1.5H2O), and ASR-P1 is converted into Na-shlykovite(NaCaSi4O8(OH)3·2.3H2O); the porosity is the dominant factor for the expansion rate of SWSSC. When the W/C increases from 0.35 to 0.45, the Na+ consumption is the dominant factor for the expansion rate of SWSSC. Magnesium element mainly coexists in Na-shlykovite and transition zone in SWSSC with W/C = 0.55. The research results are beneficial to inhibit ASR of SWSSC with different W/C and improve their durability. © 2023 Elsevier Ltd

Keyword:

Alkali-silica reaction ASR-P1 Expansion rate Na-shlykovite Seawater and sea sand concrete

Community:

  • [ 1 ] [Wu W.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Wang T.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Gong Q.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Zhang K.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 5 ] [An X.]State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing, 100024, China
  • [ 6 ] [Wang D.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2023

Volume: 400

7 . 4

JCR@2023

7 . 4 0 0

JCR@2023

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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