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author:

Yang, Y. (Yang, Y..) [1] | Ji, T. (Ji, T..) [2] | Lin, X. (Lin, X..) [3] | Chen, C. (Chen, C..) [4] | Yang, Z. (Yang, Z..) [5]

Indexed by:

Scopus

Abstract:

Through biogenic sulfuric acid attack on concrete, comparisons between ordinary Portland cement concrete (OPCC) and new artificial reef concrete (NARC) prepared with sulphoaluminate cement, marine sand and sea water were made. Biogenic sulfuric acid corrosion resistance was studied by analyzing the surface and localized morphology, mass loss and compressive strength of both concrete specimens. The corrosion products were investigated by environmental scanning electron microscope (ESEM), X-ray diffraction (XRD) and Fourier-transform infrared (FT-IR). Results showed that the visually apparent corrosion degree and loss rates of mass and compressive strength are higher for OPCC than for NARC following exposure to biogenic sulfuric acid. © 2017 Elsevier Ltd

Keyword:

Apparent roughness; Artificial reef concrete; Biogenic sulfuric acid corrosion; Sulphoaluminate cement

Community:

  • [ 1 ] [Yang, Y.]Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Yang, Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Ji, T.]Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Ji, T.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 5 ] [Lin, X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 6 ] [Chen, C.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 7 ] [Yang, Z.]Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou, 350116, China
  • [ 8 ] [Yang, Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

Reprint 's Address:

  • [Yang, Z.]Research Center for Advanced Civil Engineering Materials, Fuzhou UniversityChina

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2018

Volume: 158

Page: 33-41

4 . 0 4 6

JCR@2018

7 . 4 0 0

JCR@2023

ESI HC Threshold:284

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 46

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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