| Abstrakt: |
In order to explore the mechanical properties of undisturbed sea sand concrete with high chlorine concentration and high shell content, taking the chloride ion content and shell content of sea sand as variables, nine groups of sea sand concrete were designed and prepared to carry out concrete cube compressive strength test and uniaxial compressive stress-strain curve test, and compared with ordinary concrete. The results show that with the increase of chloride ion content, the pore structure of concrete becomes finer, the early strength increases, the peak stress of uniaxial compressive stress-strain complete curve increases, the peak strain decreases, and the elastic modulus increases. With the increase of shell content, the slump of concrete decreases significantly, the pore structure of concrete becomes looser, the strength decreases, and the peak stress of uniaxial compressive stress-strain complete curve decreases, the peak strain increases, and the elastic modulus decreases. Finally, based on the existing models, the formula for calculating the model parameters of chloride ion content and shell content is put forward. [ABSTRACT FROM AUTHOR] |
