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Experimental study on shaking table model of six piles with large diameter and variable section in different thickened soil layers
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Zhongju FENG1, Yuanpeng LI1, Wei WANG1, Cong ZHANG1, Zonghai LI2, Ruixin ZHAO1, Siqi WANG1
Journal of Vibration Engineering | 2025, 38(3) : 595 - 603
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Journal of Vibration Engineering | 2025, 38(3): 595-603
Experimental study on shaking table model of six piles with large diameter and variable section in different thickened soil layers
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Zhongju FENG1, Yuanpeng LI1, Wei WANG1, Cong ZHANG1, Zonghai LI2, Ruixin ZHAO1, Siqi WANG1
Affiliations
  • 1.School of Highway,Chang’an University,Xi’an 710064,China
  • 2.Xiamen Road and Bridge Engineering Investment and Development Co.,Ltd.,Xiamen 361026,China
Published: 2025-03-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.03.016
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In order to study the dynamic response characteristics of six-pile foundation with large diameter and variable section in different layers of liquefied soil,5010 waves with ground motion intensity of 0.15g,0.25g,0.35g and 0.45g are selected through indoor shaking table model test based on the solid project of Xiangan Bridge in Xiamen Second East Passage. The dynamic characteristics of saturated sand pore pressure ratio,pile acceleration,pile bending moment and pile top horizontal displacement of six pile foundations with large diameter and variable section are studied when the thicknesses of the liquefied soil layer are 30,40 and 50 cm. The results show that the acceleration and bending moment of six-pile foundation with large diameter and variable section change abruptly at the interface between variable section and soil layer under different thicknesses of saturated sand layer. Under the same soil thickness,with an increase of ground motion intensity from 0.15g to 0.45g,the pore pressure ratio of saturated sand,pile acceleration,horizontal displacement of pile top and pile bending moment all increase. Under the ground motion intensity of 0.15g,the stable value of pore pressure ratio of the six-pile foundation decreases with an increase of saturated sand layer thickness,but the horizontal displacement of pile top,pile acceleration and peak bending moment of the six-pile foundation gradually increase and increase. It is suggested that in the design of large diameter variable section pile foundation in liquefaction site,special consideration should be given to the dynamic response difference of six large diameter variable section pile foundation under different thickness of liquefied soil layer,and pay attention to the flexural performance of the interface between the variable section and soil layer,so as to ensure the seismic performance of the six pile foundation.

pile foundation  /  six piles with large diameter and variable section  /  shaking table test  /  dynamic response  /  saturated sandy soil
Zhongju FENG, Yuanpeng LI, Wei WANG, Cong ZHANG, Zonghai LI, Ruixin ZHAO, Siqi WANG. Experimental study on shaking table model of six piles with large diameter and variable section in different thickened soil layers[J]. Journal of Vibration Engineering, 2025 , 38 (3) : 595 -603 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.03.016
Year 2025 volume 38 Issue 3
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.03.016
  • Receive Date:2023-05-24
  • Online Date:2026-02-11
  • Published:2025-03-10
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History
  • Received:2023-05-24
  • Revised:2023-09-19
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Affiliations
    1.School of Highway,Chang’an University,Xi’an 710064,China
    2.Xiamen Road and Bridge Engineering Investment and Development Co.,Ltd.,Xiamen 361026,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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