Study of Influence of Pile Driving on Environmental Vibration of Building Structures

CHAO Yan, SONG Xiaodong, HUANG Jiangtao

STRUCTURAL ENGINEERS ›› 2022, Vol. 38 ›› Issue (6) : 84-91.

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STRUCTURAL ENGINEERS ›› 2022, Vol. 38 ›› Issue (6) : 84-91.
Earthquake and Wind Resistance

Study of Influence of Pile Driving on Environmental Vibration of Building Structures

  • CHAO Yan1,*, SONG Xiaodong2, HUANG Jiangtao2
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Abstract

To investigate the vibration characteristics of structures induced by pile driving, a field test is conducted and the frequency spectrum is studied. The dynamic response of the soil is predicted by using the finite element model and transient analysis, which is validated by combination of the measurement. The finite element model of the building and high-speed railway bridge is developed, and the influence of pile driving on structures is evaluated. The research shows that: (1) The frequency range of soil vibration induced by pile driving is from 3 to 30 Hz, with the peak frequency around 10 Hz. (2) The dynamic response of the soil at the location of the vibration source shows obvious pulse attenuation characteristics. The acceleration level of the soil attenuates rapidly with the increase of field test point. No obvious pulse attenuation behavior can be observed at the location of 60 m away from the vibration source. (3) The peak particle velocities at the foundation and top floor of the building are 2.7 mm/s and 6.6 mm/s, respectively. The maximum transverse amplitude and vertical acceleration at the mid-span of the high-speed railway bridge are 0.023 mm and 0.144 m/s2, respectively, which are less than the limit value proposed in associated guidelines.

Key words

pile driving / building structure / environmental vibration / field test / numerical analysis

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CHAO Yan, SONG Xiaodong, HUANG Jiangtao. Study of Influence of Pile Driving on Environmental Vibration of Building Structures. STRUCTURAL ENGINEERS. 2022, 38(6): 84-91

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