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Research on active vibration isolation of concrete piles in foundation
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Jinglei LIU1, 2, Yan CHEN1, Fengze CHEN1, Xiuxin LI1, Mingzhang MEI1, Jiangman YIN3, 4
Earthquake Engineering and Engineering Dynamics | 2024, 44(3) : 164 - 173
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Earthquake Engineering and Engineering Dynamics | 2024, 44(3): 164-173
Research on active vibration isolation of concrete piles in foundation
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Jinglei LIU1, 2, Yan CHEN1, Fengze CHEN1, Xiuxin LI1, Mingzhang MEI1, Jiangman YIN3, 4
Affiliations
  • 1.Hebei University of Architecture, Zhangjiakou 075000, China
  • 2.Hebei Key Laboratory of Diagnosis, Reconstruction and Anti-disaster of Civil Engineering, Zhangjiakou 075000, China
  • 3.Key Laboratory of Road and Railway Engineering Safety Control of Ministry of Education (Shijiazhuang Tiedao University), Shijiazhuang 050043, China
  • 4.School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
doi: 10.13197/j.eeed.2024.0316
Outline
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In order to explore the influence of the parameter changes of piles on the near-field active vibration isolation after the concrete row piles were installed in the foundation, a three-dimensional finite element model consistent with the test site was established in the finite element software, and the finite element model was verified by calculation and analysis. The calculation results were verified and full-size finite element model was established with reference to the TB 10621—2014 Code for design of high-speed railway, and the specific influence of the parameter changes of row piles on the vibration isolation effect under the action of the train load was analyzed. The analysis results show that the effect of the pile length parameter on the vibration isolation effect is obvious. As the parameter increases, the vibration isolation effect is more ideal. When the pile length parameter is 10.5, the ratio will continue to increase, and the vibration isolation effect will not improve significantly. The larger the parameter is, the less ideal the vibration isolation effect is, and the smaller pile spacing can achieve the ideal vibration isolation effect. The burial depth parameter has a significant impact on the vibration isolation effect, the larger the parameter, the less ideal the vibration isolation effect. When the parameter is 3.5, the vibration isolation effect will be unsatisfactory, and a shallower burial depth can obtain a better vibration isolation effect.

row of concrete piles  /  active vibration isolation  /  finite element  /  train load
Jinglei LIU, Yan CHEN, Fengze CHEN, Xiuxin LI, Mingzhang MEI, Jiangman YIN. Research on active vibration isolation of concrete piles in foundation[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (3) : 164 -173 . DOI: 10.13197/j.eeed.2024.0316
Year 2024 volume 44 Issue 3
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Article Info
doi: 10.13197/j.eeed.2024.0316
  • Receive Date:2023-04-04
  • Online Date:2026-03-30
Article Data
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History
  • Received:2023-04-04
  • Revised:2023-07-07
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Affiliations
    1.Hebei University of Architecture, Zhangjiakou 075000, China
    2.Hebei Key Laboratory of Diagnosis, Reconstruction and Anti-disaster of Civil Engineering, Zhangjiakou 075000, China
    3.Key Laboratory of Road and Railway Engineering Safety Control of Ministry of Education (Shijiazhuang Tiedao University), Shijiazhuang 050043, China
    4.School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, 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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