Abstract
Planting concrete exhibits notable advantages, including effective reduction of waterborne pollutants, significant ecological restoration capacity, and alignment with principles of green and sustainable development. As a result, it has been increasingly utilized in slope protection and infrastructure construction. In this study, phosphogypsum-based planting concrete was modified using basalt fibers to enhance its mechanical and permeability-related properties. A series of laboratory tests was conducted to evaluate compressive strength, porosity, and sand permeability. The results indicated that the incorporation of basalt fibers effectively improved the compressive strength of the phosphogypsum planting concrete, with longer fibers (18 mm) contributing to a more pronounced enhancement than shorter fibers (6 mm). Moreover, an increase in fiber content led to a gradual decrease in porosity. The addition of basalt fibers also reduced both sand permeability and the water permeability coefficient. Meanwhile, specimens containing 6 mm fibers exhibited a greater reduction in permeability than those with 18 mm fibers. Furthermore, higher fiber content was found to significantly enhance the water retention capacity of the concrete. These findings provide a theoretical basis for the design and optimization of fiber-reinforced planting concrete for ecological engineering applications.