4.7 Article

Study of the influence of seawater and sea sand on the mechanical and microstructural properties of concrete

Journal

JOURNAL OF BUILDING ENGINEERING
Volume 42, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.jobe.2021.103006

Keywords

Seawater; Sea sand; Dynamic modulus of elasticity; Stress-strain relationship; XRD; SEM; FTIR

Funding

  1. Hong Kong Research Grants Council Theme Based Research Scheme under the project Sustainable Marine Infrastructure Enabled by the Innovative Use of Seawater Sea-Sand Concrete and Fibre-Reinforced Polymer Composites [T22-502/18-R]

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Researchers conducted a comprehensive study on the mechanical and microstructural properties of seawater and sea sand concrete, finding that the use of seawater and sea sand can enhance the early age compressive strength but slightly decrease the 28 days strength. Additionally, the flexural strength of seawater and sea sand concrete, as well as sea sand concrete, has been improved at 28 days compared to ordinary concrete. The dynamic modulus of elasticity of concrete made with seawater and sea sand or sea sand has been significantly enhanced, especially at early age.
With the continuous increase of infrastructural construction worldwide, the supply of river sand and fresh water for making concrete encountered enormous shortage, especially for coastal regions. To alleviate this problem, researchers have started to investigate the possibility of consuming seawater and sea sand as alternatives. This paper reports the results of a comprehensive study on the mechanical and microstructural properties of seawater and sea sand concrete. Three types of concrete: seawater and sea sand concrete (SSC), sea sand concrete (SC), and ordinary concrete (OC), were prepared following two different water/binder ratio. Compressive strength, flexural strength, dynamic modulus of elasticity, and stress-strain relationship as well as microstructural analysis of all the concrete types were investigated. It was observed that the use of seawater and sea sand has led to an increase of the early age compressive strength but slightly decrease of the 28 days strength. The flexural strength of seawater and sea sand concrete, sea sand concrete has been ameliorated at 28 days, when compared, to ordinary concrete. The dynamic modulus of elasticity of concrete made with either seawater and sea sand or sea sand has been significantly enhanced, especially at the early age. X-ray diffraction pattern (XRD) and scanning electron microscopy (SEM) analyses further confirmed that sea sand and seawater have a remarkable effect on the surface morphology and the significant contrast from ordinary concrete due to the dominance of the ettringite phase with crystals that have a fibrous shape, which leads to a compacted and less porous structure and enhancement of the mechanical behavior.

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