Damage analysis of lining structure of cross-fault water conveyance tunnel under the combined action of creep and ground motion

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Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (4) : 275-285.

EARTHQUAKE SCIENCE AND STRUCTURE SEISMIC RESILIENCE

Damage analysis of lining structure of cross-fault water conveyance tunnel under the combined action of creep and ground motion

ZHANG Zhonghao1,2, LI Sai1, WANG Kexin*1

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Abstract

In order to investigate the effects of the coupling of fluid and solid under the sequence of fault creep-slip misalignment and ground vibration on the stability and damage of the lining structure, a finite element model of the joint action of tunnel-rock-water was established, and the structural dynamic response analysis of the water-conveyance tunnel was carried out. The results show that: under the action of ground vibration, the trend of displacement response of lining monitoring points tends to be the same under the no-water and full-water conditions, and the vertical displacement response under the full-water condition fluctuates greatly, but the lateral displacement response is suppressed by the action of moving water in the tunnel; the maximum value of the lining plastic strains appear in the fault fault plane, and the lining is in a more dangerous plastic state under the full-water condition; the damage state of lining units is more serious under full-water condition, and the compression of level 4 damage is more serious than that under full-water condition, and the damage state of lining units is more severe. The damage state of the lining unit under full water condition is more serious, the compression damage volume of level 4 damage is 79.02 m3, and the tensile damage volume is 349.78 m3, which has an increase of 6% and 7% compared with the compression and tensile damage volume of lining unit under no-water condition, respectively. This indicates that the coupling of fluid and solid phases has resulted in an increase in damage to the fault zone. The results of the study can provide a reference for the seismic design of water tunnel structures.

Key words

water-conveyance tunnel / creep-slip misalignment / fluid-solid coupling / structural stability / damage / earthquake action

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ZHANG Zhonghao1, 2, LI Sai1, WANG Kexin1. Damage analysis of lining structure of cross-fault water conveyance tunnel under the combined action of creep and ground motion[J]. Journal of Vibration and Shock, 2025, 44(4): 275-285

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