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Experimental study on dynamic characteristics of stacked soilbags under cyclic shear loading
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Bin-xin FANG1, Si-hong LIU1, Yang LU1, Shuang CHEN2, Yong-gan ZHANG1, Cheng-bin ZHANG3
Journal of Vibration Engineering | 2024, 37(2) : 336 - 345
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Journal of Vibration Engineering | 2024, 37(2): 336-345
Experimental study on dynamic characteristics of stacked soilbags under cyclic shear loading
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Bin-xin FANG1, Si-hong LIU1, Yang LU1, Shuang CHEN2, Yong-gan ZHANG1, Cheng-bin ZHANG3
Affiliations
  • 1College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
  • 2China Water Resources Bei Fang Investigation, Design and Research Co., Ltd., Tianjin 300222, China
  • 3Power China Huadong Engineering Corporation Limited, Hangzhou 311122, China
Published: 2024-02-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.02.016
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Soilbag,with the advantages of high bearing capacity,high damping ratio and low cost,is a kind of base isolation material which is suitable for the low- and mid-rise buildings. The relationship between shear stress-shear strain,dynamic characteristic parameters and shear strength of stacked soilbags were analyzed and discussed through a series of laboratory cyclic simple shear tests. The variation of dynamic shear modulus and equivalent damping ratio of stacked soilbags under different vertical stresses and shear strain amplitude was further investigated. And the influence of number of load cycles on the dynamic characteristic parameters and shear strength parameters was also studied. The test results show that the peak shear stress and dynamic shear modulus increase while the equivalent damping ratio decreases with the increasing number of load cycles under small-strain condition; when the shear strain is large enough,the interface slippage and the strain softening occur on stacked soilbags. The peak shear stress (shear strength) decreases with the increasing number of load cycles. And the variation of dynamic characteristic parameters is totally opposite to that under small-strain condition. The internal friction angle of the shear strength parameters of stacked soilbags gradually decreases with the increasing number of load cycles while the additional cohesion force increases and tends to be stable during the test. The energy is dissipated through the shear deformation of soil particles inside bags and the interlayer slippage of stacked soilbags under high shear strain amplitude.

soilbags  /  cyclic shear test  /  dynamic characteristics  /  dynamic shear modulus  /  equivalent damping ratio  /  shear strength
Bin-xin FANG, Si-hong LIU, Yang LU, Shuang CHEN, Yong-gan ZHANG, Cheng-bin ZHANG. Experimental study on dynamic characteristics of stacked soilbags under cyclic shear loading[J]. Journal of Vibration Engineering, 2024 , 37 (2) : 336 -345 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.02.016
Year 2024 volume 37 Issue 2
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.02.016
  • Receive Date:2022-04-16
  • Online Date:2026-02-10
  • Published:2024-02-28
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History
  • Received:2022-04-16
  • Revised:2022-08-05
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Affiliations
    1College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
    2China Water Resources Bei Fang Investigation, Design and Research Co., Ltd., Tianjin 300222, China
    3Power China Huadong Engineering Corporation Limited, Hangzhou 311122, 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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