To explore the time-history response laws of pile foundation under different types of seismic waves

the pile acceleration of rock-socketed single pile foundation

relative displacement of pile top

bending moment of pile body and damage of pile foundation under the action of artificially synthesized 5010 waves

5002 waves

Kobe waves and El-Centro waves with an intensity of 0.35g were studied through the shaking table test. The test results show that the dynamic response characteristics of rock-socketed single pile foundation are related to the spectrum characteristics of input seismic waves. The acceleration response of the pile top significantly lags behind that of the pile bottom

and the peak acceleration of the pile reaches the maximum value under the action of El-Centro waves. The relative displacement of the pile top is the largest when inputting Kobe waves

and the peak value appears earliest when inputting El-Centro waves. The maximum bending moment of the pile does not exceed the bending bearing capacity of the pile foundation

and there is no damage to the pile foundation. In the anti-seismic design of pile foundation

the type of seismic waves can be reasonably selected according to the corresponding checking content

and the corresponding engineering suggestions are proposed.