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Study on the shaking table liquefaction model test of coral sand with controlled saturation
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Yide WANG1, 2, 4, Yunlong WANG1, 2, Huida LIU3, Siyu ZHANG1, 2, Xiaoming YUAN1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 117 - 124
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 117-124
Study on the shaking table liquefaction model test of coral sand with controlled saturation
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Yide WANG1, 2, 4, Yunlong WANG1, 2, Huida LIU3, Siyu ZHANG1, 2, Xiaoming YUAN1, 2
Affiliations
  • 1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
  • 3.China Construction Infrastructure Co., Ltd., Beijing 100044, China
  • 4.Department of Engineering Science, University of Oxford, Oxford OX1 3PJ, UK
doi: 10.13197/j.eeed.2024.0611
Outline
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In order to investigate the anti-liquefaction capability of coral sand sites, this study conducted shaking table model tests controlling the degree of saturation to overcome the vague saturation state in general model tests. By comparing the dynamic response and liquefaction behavior of coral sand and quartz sand with similar degrees of saturation, gradation, and relative density, the liquefaction characteristics of coral sand sites were discussed. The experimental results show that both materials are in a liquefiable state under similar degrees of saturation without showing significant differences in anti-liquefaction strength. Before liquefaction, the shear modulus of coral sand is significantly higher than that of quartz sand. If current Vs liquefaction assessment method is directly applied, the site would be judged as non-liquefiable, thereby overlooking the liquefaction risk in the use of coral sand sites. After liquefaction, the shear modulus of both tends to be zero, indicating that the post-liquefaction seismic damage of both types of sites is similar. This study has proven through indoor model tests that coral sand is a liquefiable soil with anti-liquefaction strength similar to that of terrestrial sand, corroborating the results of previous seismic damage investigations. Furthermore, the model saturation preparation method and the degree of saturation evaluation method used in this study can provide technical reference for future coral soil model tests.

coral sand  /  liquefaction  /  shaking table test  /  model test  /  saturation
Yide WANG, Yunlong WANG, Huida LIU, Siyu ZHANG, Xiaoming YUAN. Study on the shaking table liquefaction model test of coral sand with controlled saturation[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 117 -124 . DOI: 10.13197/j.eeed.2024.0611
Year 2024 volume 44 Issue 6
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Article Info
doi: 10.13197/j.eeed.2024.0611
  • Receive Date:2024-04-13
  • Online Date:2026-03-30
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History
  • Received:2024-04-13
  • Revised:2024-05-21
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Affiliations
    1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
    3.China Construction Infrastructure Co., Ltd., Beijing 100044, China
    4.Department of Engineering Science, University of Oxford, Oxford OX1 3PJ, UK
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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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