Korean Journal of Materials Research (한국재료학회지)

Materials Research Society of Korea (한국재료학회)
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Application Research on Mechanical Strength and Durability of Porous Basalt Concrete

  • Zhu, Yuelei (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Li, Jingchun (Anhui Road and Bridge Engineering Group Co., Ltd) ;
  • Zhu, He (Anhui Road and Bridge Engineering Group Co., Ltd) ;
  • Jin, Long (Anhui Road and Bridge Engineering Group Co., Ltd) ;
  • Ren, Qifang (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Ding, Yi (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Li, Jinpeng (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Sun, Qiqi (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Wu, Zilong (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Ma, Rui (Anhui Advanced Building Materials Engineering Laboratory, Anhui Jianzhu University) ;
  • Oh, Won-Chun (Department of Advanced Materials Science and Engineering, Hanseo University)
  • Received : 2021.12.31
  • Accepted : 2022.02.07
  • Published : 2022.03.27
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Abstract

Porous basalt aggregate is commonly used in roadbed engineering, but its application in concrete has rarely been studied. This paper studies the application of porous basalt in concrete. Porous basalt aggregate is assessed for its effects on mechanical strength and durability of prepared C50 concrete; because it has a hole structure, porous basalt aggregate is known for its porosity, and porous basalt aggregates can be made full of water through changing the content of saturated basalt; after full-water condition is achieved in porous basalt aggregate mixture of C50 concrete, we discuss its mechanical properties and durability. The effects of C50 concrete prepared with basalt aggregate on the compressive strength, water absorption, and electric flux of concrete specimens of different ages were studied through experiments, and the effects of different replacement rates of saturated porous basalt aggregate on the properties of concrete were also studied. The results show that porous basalt aggregate can be prepared as C50 concrete. For early saturated porous basalt aggregate concrete, its compressive strength decreases with the increase of the replacement rate of saturated aggregate; this occurs up to concrete curing at 28 d, when the replacement rate of saturated basalt aggregate is greater than or equal to 40 %. The compressive strength of concrete increases with the increase of the replacement rate of saturated aggregate. The 28 d electric flux decreases with the increase of the replacement rate of saturated aggregate, indicating that saturated porous basalt aggregate can improve the chloride ion permeability resistance of concrete in later stages.

Keywords

Acknowledgement

This work was financially supported by Initial Scientific Research Fund of Anhui Jianzhu University (No. 2017QD14), the 2014 Anhui Provincial Universities Excellent Young Talents Plan (No. gxyq64) and Cultivation project of scientific research project reserve of Anhui Jianzhu University (No. 2020XMK01). The Natural Science Found Foundation of Anhui Provance (Grant. 2008085QE246).

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