Study on Long-Term Performance of Geogrid-Reinforced and Pile-Supported Embankment at Bridge Approach

<div>Variation of the settlement with filling height under different pile modulus conditions. (a) Unreinforced condition. (b) One-layer geogrid-reinforced condition.</div>

Advances in Materials Science and Engineering

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Figure 14

Figure 14: Study on Long-Term Performance of Geogrid-Reinforced and Pile-Supported Embankment at Bridge Approach 