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Damage identification of two-tiered reinforced soil retaining wall under horizontal seismic loading
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Si-han LI1, 2, 3, Xiao-guang CAI1, 2, 3, Hong-lu XU4, Li-ping JING1, 4, Xin HUANG1, 2, 3, 4, Jia-yu FENG1
Journal of Vibration Engineering | 2024, 37(8) : 1423 - 1430
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Journal of Vibration Engineering | 2024, 37(8): 1423-1430
Damage identification of two-tiered reinforced soil retaining wall under horizontal seismic loading
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Si-han LI1, 2, 3, Xiao-guang CAI1, 2, 3, Hong-lu XU4, Li-ping JING1, 4, Xin HUANG1, 2, 3, 4, Jia-yu FENG1
Affiliations
  • 1College of Geological Engineering,Institute of Disaster Prevention,Sanhe 065201,China
  • 2Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment,Sanhe 065201,China
  • 3Key Laboratory of Building Collapse Mechanism and Disaster Prevention,China Earthquake Administration, Sanhe 065201,China
  • 4Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China
Published: 2024-08-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.08.016
Outline
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In allusion to inadequate research on damage identification of multi-tiered reinforced soil retaining wall,a large shaking table test of two-tiered reinforced soil retaining wall was carried out. The time domain identification method was used to analyze the dynamic response characteristics of the model under horizontal seismic loading,and the distribution laws of the natural frequency and damping ratio of the upper and lower retaining walls were expounded. The corresponding relationship between the structural damage degree and the natural frequency and damping ratio was explored. The results show that the natural frequencies of the upper and lower retaining walls are basically the same before loading,and the damping ratio decreases with the increase of wall height. With the accumulation of loading conditions,the natural frequency gradually decreases and the damping ratio gradually increases. The distribution curves of natural frequency and damping ratio are fitted by polynomial method. The comparative analysis shows that when the natural frequency decreases by 0~15.41% and the damping ratio increases by 0~299.35%,the structure is basically intact. When the natural frequency decreases 15.41%~18.92% and the damping ratio increases 299.35%~360.07%,the structure is slight damage. When the natural frequency decreases by 18.92%~21.29% and the damping ratio increases by 360.07%~398.21%,the structure is in the middle damage stage; when the natural frequency decreases by 21.29%~29.60% and the damping ratio increases by 398.21%~532.99%,the structure is destroyed.

two-tiered reinforced soil retaining wall  /  damage identification  /  shaking table test  /  time domain identification method  /  damping ratio
Si-han LI, Xiao-guang CAI, Hong-lu XU, Li-ping JING, Xin HUANG, Jia-yu FENG. Damage identification of two-tiered reinforced soil retaining wall under horizontal seismic loading[J]. Journal of Vibration Engineering, 2024 , 37 (8) : 1423 -1430 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.08.016
Year 2024 volume 37 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.08.016
  • Receive Date:2022-08-16
  • Online Date:2026-02-12
  • Published:2024-08-28
Article Data
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History
  • Received:2022-08-16
  • Revised:2022-11-24
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Affiliations
    1College of Geological Engineering,Institute of Disaster Prevention,Sanhe 065201,China
    2Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment,Sanhe 065201,China
    3Key Laboratory of Building Collapse Mechanism and Disaster Prevention,China Earthquake Administration, Sanhe 065201,China
    4Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,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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