Geopolymer concrete is an innovative environmentally friendly construction material, and the transportation of chloride ions plays a crucial role in determining its durability. This study provides a summary of the characteristics and limitations of the test techniques used to measure the resistance of geopolymer concrete to the permeability of chloride ions, based on the introduction of the chloride ion transport mechanism in geopolymer concrete. This text provides an overview of the features and constraints of the test techniques used to assess the resistance of geopolymer concrete to chloride ion permeability. It also explores the connections between the mechanism of chloride ion transport and the resistance of geopolymer concrete to chloride ion permeability. This paper provides a concise overview of the properties and constraints of the test methods used to measure the resistance of geopolymer concrete to chloride ion permeability. It also discusses the factors that can affect the chloride ion permeability resistance of geopolymer concrete and presents a comparison between different methods. The article continues by highlighting that the chloride transport model of geopolymer concrete is complex. The essay continues by highlighting the chloride transport model of geopolymer concrete, specifically focusing on the impact of individual parameters such as high temperature, freezing-thaw cycles, and the resistance of geopolymer concrete to chloride ion permeability. The study investigates the impact of freeze-thaw cycles, alkali admixture, and water glass modulus on the resistance of geopolymer concrete to chloride penetration. The infiltration of chloride, as well as the precision of determining the concentration border of chloride ions for colour rendering, require further in-depth investigation.