Mechanical properties of fiber‐reinforced soil under triaxial compression and parameter determination based on the duncan‐chang model

To study the mechanical properties of Y‐shaped polypropylene fiber‐reinforced subgrade fill, the strength characteristics of fiber‐reinforced soil with different fiber contents, fiber lengths, and confining pressures were investigated through triaxial compression tests. The test results showed that fiber reinforcement significantly improved the strength and cohesion of the subgrade fill but had a limited impact on the internal friction angle. The fiber‐reinforced soil specimens exhibited a failure pattern of bulging deformation, showing plastic failure characteristics. As the fiber content and length increased, the strength of the fiber‐reinforced soil increased and then decreased. The optimal fiber content was 0.2%, and the optimal fiber length was between 12 and 18 mm in all test conditions. The strength of the fiber‐reinforced soil increased with increasing confining pressure. An empirical model for predicting the failure strength of fiber‐reinforced soil was established by analyzing the relationships between the failure strength of the fiber‐reinforced soil and the fiber content, fiber length, and confining pressure. The stress‐strain relationship of the fiber‐reinforced soil exhibited strain‐hardening characteristics and could be approximated by a hyperbolic curve. The Duncan‐Chang model could be used to describe the stress‐strain relationship of this fiber‐reinforced soil. A calculation method to determine the model parameters (initial tangent modulus and ultimate deviator stress) was proposed.