Sequential Measurement and Analysis of Large Underground Retaining Structures by Diaphragm Wall Anchor for the Spring Area

<div>Observed ground settlement profiles versus those predicted by empirical methods. (a) Relationship between δv/He and d/He. (b) Relationship between δv/δv,max and d/He.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Sequential Measurement and Analysis of Large Underground Retaining Structures by Diaphragm Wall Anchor for the Spring Area 