Research Article

The Influence of Pile-Driving Vibration on the Soil Nailing Support of a Silty Soil Foundation Pit

Table 5

Soil parameters under different working conditions.

NumberIntercept cohesionInternal friction angleCompactness/%
c (kPa)φ (°)Before vibrationAfter vibration

126.927.488.2
223.628.988.388.2
321.327.788.288.0
418.427.888.287.9
516.127.888.387.9
622.727.288.388.2
718.029.188.488.2
814.529.088.388.0