Observed Performance of Highway Embankment over Soft Marine Clay: A Case Study in Wenzhou, China

Figure 7

Cumulative ground displacement values of each monitoring point. Notes: X : the positive value is that the measuring point moves away from the central axis of the subgrade, while the negative value is that the measuring point moves towards the central axis of the subgrade. Y : the positive value is that the measuring point moves towards the end of the roadbed, while the negative value is that the measuring point moves towards the beginning of the roadbed. Z : the positive value is sinking and the negative value is uplift.

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