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author:

Wu, Wenda (Wu, Wenda.) [1] | Wang, Tao (Wang, Tao.) [2] | Gong, Qingnan (Gong, Qingnan.) [3] | Zhang, Kaijian (Zhang, Kaijian.) [4] | An, Xiaopeng (An, Xiaopeng.) [5] | Wang, Dehui (Wang, Dehui.) [6]

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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:

Cements Concretes Expansion Pore structure Seawater Silica

Community:

  • [ 1 ] [Wu, Wenda]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Wang, Tao]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 3 ] [Gong, Qingnan]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 4 ] [Zhang, Kaijian]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 5 ] [An, Xiaopeng]State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing; 100024, China
  • [ 6 ] [Wang, Dehui]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:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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