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

<div>Dynamic horizontal soil pressure histories at measuring point 0.6 m from the pile center in the entire process. (a) At 5 m depth. (b) At 15 m depth.</div>

Advances in Civil Engineering

fig8

Figure 8

Figure 8: Field Test Investigation of the Pile Jacking Performance for Prefabricated Square Rigid-Drainage Piles in Saturated Silt Sandy Soils 