A study on dynamic response of a utility tunnel in horizontal non-homogeneous site based on SV wave oblique incidence

HUANG Delong1, WANG Huiyue1, CEN Hang1, ZONG Zhongling1, LIU Qiang2, TANG Aiping3, TAO Xiaxin3

Journal of Vibration and Shock ›› 2024, Vol. 43 ›› Issue (24) : 190-203.

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Journal of Vibration and Shock ›› 2024, Vol. 43 ›› Issue (24) : 190-203.

A study on dynamic response of a utility tunnel in horizontal non-homogeneous site based on SV wave oblique incidence

  • HUANG Delong1,WANG Huiyue1,CEN Hang1,ZONG Zhongling1,LIU Qiang2,TANG Aiping3,TAO Xiaxin3
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Abstract

Horizontal non-homogeneous site will adversely affect the seismic resistance of the utility tunnel, and the damage of obliquely incident seismic waves to the underground structure is more serious. In order to solve these problems, this paper derives and verifies the horizontal non-homogeneous site equivalent node formula based on the viscous-spring artificial boundary. Then, a three-dimensional finite element model of the utility tunnel and the surrounding soil body is established, and the acceleration, soil pressure increment, displacement and strain responses of the utility tunnel under seismic action are obtained. The influence laws of different incident angles on the response of the utility tunnel under the action of horizontal non-homogeneous site vertical shear wave (SV wave), including acceleration, soil pressure increment, relative slip of the utility tunnel-soil body, and strain of the utility tunnel, are investigated. It is found that the PGA ranges from 0.1g to 0.4g, and the difference between the maximum acceleration response of the utility tunnel with a PGA of 0.1g and 0.4g under the same incidence angle is close to 50%, which indicates that the incidence angle is sensitive to the larger PGA; the relationship between the maximum utility tunnel-soil relative displacement and the incidence angle is not affected by the PGA; the relative displacement and strain enclosing the clay zone is larger, and the overall average energy dissipation is larger than that of the sand zone by 63.2%. The results of this paper can provide a reference for the seismic design of horizontal non-homogeneous site utility tunnels.

Key words

Utility tunnel / SV wave oblique incidence / Horizontal non-homogeneous site / Equivalent seismic force / Relative slippage of utility tunnel -soil / Strain response

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HUANG Delong1, WANG Huiyue1, CEN Hang1, ZONG Zhongling1, LIU Qiang2, TANG Aiping3, TAO Xiaxin3. A study on dynamic response of a utility tunnel in horizontal non-homogeneous site based on SV wave oblique incidence[J]. Journal of Vibration and Shock, 2024, 43(24): 190-203

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