Abstract:
Under contemporary conditions, various soil reinforcement methods are employed, each possessing distinct characteristics
and applications. These methods aim to improve the strength characteristics and stability of soil foundations. This study evaluates
the effectiveness of combined soil reinforcement using a biopolymer (xanthan gum) and a geosynthetic (non-woven geotextile).
The study included preparation of the modified soil, pH determination, and structural analysis using scanning electron microscopy
to evaluate the physicochemical properties of soil, particle morphology, and interaction with the biopolymer. Unreinforced soil samples, as well as samples modified with biopolymer and combined reinforcement (biopolymer-geosynthetics), were shear tested to
study their strength properties and resistance to deformation. The aim was to examine the effect of different reinforcement methods
on the mechanical behavior of the soil. The test results showed that the combined reinforcement with biopolymer and nonwoven
geosynthetics improved the shear strength. It was observed particularly at a low shear stress level. At the same time, soil cohesion
increased significantly, while the impact on the friction angle was generally negligible. The friction angle of the soil after combined
reinforcement increased by 14 %, and soil cohesion increased from 8 kPa to 23 kPa. Discussing the application of the combined
reinforcement method, technological features, and advantages of the technique is important for understanding the overall effectiveness of soil stabilization. This method of soil modification has demonstrated effectiveness and represents a promising approach for
enhancing soil properties.
