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Research progress in the site seismic response based on geotechnical vertical array
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Huaiqiang WANG1, Xiaobo LI1, 2, Tianhu WANG1, Shuheng XI1, Yutong XUAN1
Earthquake Engineering and Engineering Dynamics | 2025, 45(2) : 50 - 63
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Earthquake Engineering and Engineering Dynamics | 2025, 45(2): 50-63
Research progress in the site seismic response based on geotechnical vertical array
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Huaiqiang WANG1, Xiaobo LI1, 2, Tianhu WANG1, Shuheng XI1, Yutong XUAN1
Affiliations
  • 1.School of Disaster Prevention and Reduction Engineering, Institute of Disaster Prevention, Sanhe 065201, China
  • 2.Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment, Sanhe 065201, China
Published: 2025-04-24 doi: 10.13197/j.eeed.2025.0205
Outline
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Previous seismic damage investigations have shown that the seismic damage of engineering structures is closely related to the site seismic response. Therefore, studying the site seismic response has significant theoretical and practical value for the earthquake fortification of engineering structures. The geotechnical vertical array is an important platform for conducting site seismic response studies. As one of the main methods of obtaining strong ground motion records of the surface and underlying strata, it provides data support for the study of site seismic response. Based on the distribution of most of the existing geotechnical vertical arrays in the world, this paper introduces the basic information of the Garner Valley downhole array and the Treasure Island geotechnical array in the United States, the Port Island downhole array in Japan and the seismic monitoring array of site and structure of the China Institute of Disaster Prevention in detail from four aspects: geographical location, soil layer lithology, instrument layout, and velocity structure. Combined with a large number of relevant literatures, this paper summarizes the research progress on soil nonlinear dynamic characteristics, site amplification effect, and seismic response analysis methods of soil layers utilizing geotechnical vertical array. It looks forward to the problems that urgently need to be improved in the follow-up research, which has a certain reference value for the in-depth study of the dynamic response mechanism of soil at different depths and the site seismic response with deep soil layers.

geotechnical vertical array  /  site  /  seismic response  /  research progress
Huaiqiang WANG, Xiaobo LI, Tianhu WANG, Shuheng XI, Yutong XUAN. Research progress in the site seismic response based on geotechnical vertical array[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (2) : 50 -63 . DOI: 10.13197/j.eeed.2025.0205
Year 2025 volume 45 Issue 2
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Article Info
doi: 10.13197/j.eeed.2025.0205
  • Receive Date:2024-06-22
  • Online Date:2026-03-20
  • Published:2025-04-24
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  • Received:2024-06-22
  • Revised:2024-09-19
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Affiliations
    1.School of Disaster Prevention and Reduction Engineering, Institute of Disaster Prevention, Sanhe 065201, China
    2.Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment, Sanhe 065201, 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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