To investigate the anchoring performance of self-drilling anchors in gravel-cobble strata, this study conducted indoor orthogonal tests based on soil grouting experiments to simulate actual construction conditions. The influence of fine particle content, grouting pressure, and water-cement ratio on anchoring parameters was analyzed. Additionally, a grouting simulation model was developed using PFC2D 5.0 numerical software to examine the effects of grouting pressure, drilling speed, and grout viscosity on the grout diffusion radius through orthogonal and single-factor experimental schemes. The results demonstrate that: fine particle content exerts the most significant impact on anchoring performance, with higher content reducing peak pullout resistance; the grout diffusion radius exhibits a positive correlation with grouting pressure but a negative correlation with drilling speed and grout viscosity, with viscosity having the strongest influence, followed by pressure and speed; the diffusion pattern follows a gradually decreasing trend along the drilling direction, while the radius increases at a diminishing rate with elevated pressure; when viscosity ranges from 83.3 to 833.3 mPa·s, the diffusion radius decreases by 72%; and multivariate regression analysis indicates a power function relationship between the diffusion radius and these three parameters.

To study the anchoring performance of a self-drilling anchor in sandy gravel strata, the influence of different anchoring lengths on the ultimate pull-out resistance of the self-drilling anchor was carried out through field tests, and the load-displacement curve was obtained. Based on this, combined with the indoor grouting test, an indoor orthogonal test scheme in line with the construction technology of the self-drilling anchor was designed, and the effects of different fine particle proportions, grouting pressures, and water-cement ratios on the pull-out peak, ultimate displacement, anchor diameter, and equivalent bond strength were analyzed. The results indicate a critical value of the self-drilling anchor in the sandy gravel strata. In the field test and indoor test, the failure mode of the bolt is the failure of the interface between the anchor body and the soil, and the trend of the load-displacement curve of the bolt is the same. Through an orthogonal test, it was found that the proportion of fine particles has the greatest influence on the anchorage performance of the self-drilling bolt. With the increase in the proportion of fine particles, the peak value of pull-out decreases, indicating that the self-drilling bolt exhibits better anchorage performance in soft soil layers, such as sandy gravel strata.