Performance of the new reinforcement system in the increase of shear strength of typical geogrid interface with soil
In recent years, the study of the shear strength of soil with geosynthetics has caught the
attention of scholars. In this study, by changing the traditional geogrid structure and adding
polymeric anchors to the reinforcement grid, naming it Grid–Anchor (G–A), it is sought to
experimentally analyze the performance of this new system by increasing the Coefficient of
Interaction Ratio in Direct Shear (CIR DS). To achieve this, 16 large-scale direct shear tests
were conducted on a typical geogrid and G–A system. The results of this showed that CIR …
attention of scholars. In this study, by changing the traditional geogrid structure and adding
polymeric anchors to the reinforcement grid, naming it Grid–Anchor (G–A), it is sought to
experimentally analyze the performance of this new system by increasing the Coefficient of
Interaction Ratio in Direct Shear (CIR DS). To achieve this, 16 large-scale direct shear tests
were conducted on a typical geogrid and G–A system. The results of this showed that CIR …
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