Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China

<div>(a) End resistance ratio of piles TS1 and TS2 under different loads; (b) statistical chart of the end resistance ratio improvement coefficient <i>ε</i> after grouting.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China 