Field Test Investigation of the Pile Jacking Performance for Prefabricated Square Rigid-Drainage Piles in Saturated Silt Sandy Soils

<div>Time histories of the excess pore water pressure at 15 m depth. (a) Dissipation curves at measuring point 0.6 m from the pile center. (b) Logarithmic dissipation curves at measuring point 0.6 m from the pile center.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Field Test Investigation of the Pile Jacking Performance for Prefabricated Square Rigid-Drainage Piles in Saturated Silt Sandy Soils 