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Field investigation and disaster mechanism analysis of site liquefaction triggered by the Dingri MS6.8 earthquake
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Zhaoguang TANG1, 2, Wei JIANG1, 2, Yang CHEN1, 2, Xiaoguang CAI3, Ruizhi WEN1, 2, Yongzhi WANG1, 2, Baofeng ZHOU1, 2
Earthquake Engineering and Engineering Dynamics | 2025, 45(5) : 9 - 17
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Earthquake Engineering and Engineering Dynamics | 2025, 45(5): 9-17
Special Section:Topic on Dingri MS6.8 Earthquake in Xizang on January 7, 2025
Field investigation and disaster mechanism analysis of site liquefaction triggered by the Dingri MS6.8 earthquake
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Zhaoguang TANG1, 2, Wei JIANG1, 2, Yang CHEN1, 2, Xiaoguang CAI3, Ruizhi WEN1, 2, Yongzhi WANG1, 2, Baofeng ZHOU1, 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 Earthquake Disaster Prevention Center, Beijing 100029, China
Published: 2025-10-22 doi: 10.13197/j.eeed.2025.0502
Outline
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Following the MS6.8 Dingri earthquake in Xizang, China, on January 7, 2025, extensive sand liquefaction phenomena were observed in Ⅷ~Ⅸ intensity zones, providing critical field data for studying liquefaction in high-altitude settings. This investigation employed field visits and surveys to explore the macroscopic characteristics, spatial distribution, and disaster-inducing mechanisms of liquefaction. Sand boils were documented in villages, embankments, floodplains, and lakeshore areas. The microscopic morphology and mineral composition of ejected materials were analyzed. Several recommendations for seismic liquefaction disaster prevention and mitigation are proposed. Key findings include the following. Sand boils predominantly occurred in river floodplains, lakeshores, and along roads, exhibiting circular, fissure, and beaded distribution patterns. Circular features measured 10~50 cm in diameter, while fissures spanned 14~30 cm in width and 85~100 m in length, distributing in sporadic or continuous clusters. No significant sand boils were observed in surveyed towns or villages. Two liquefaction sites of comparable size, distance and volume near the G219 national highway Gading line demonstrated contrasting damage levels: one section remained intact, while the other experienced severe subsidence, pavement collapse, and guardrail deformation. the characteristics of two sand boils feature in fissure and circular patterns. To bridge the gaps between liquefaction risk assessment and anti-liquefaction strategies, characterization and analysis of disaster-inducing mechanisms should be an essential research topic for the development of seismic liquefaction disaster prevention and control technology. The information and results of the investigation provide a reference for the understanding of seismic liquefaction mechanisms and informing post-disaster reconstruction and liquefaction disaster prevention.

Dingri MS6.8 earthquake  /  field investigation  /  site liquefaction  /  sand boil  /  spatial distribution patterns  /  disaster mechanism
Zhaoguang TANG, Wei JIANG, Yang CHEN, Xiaoguang CAI, Ruizhi WEN, Yongzhi WANG, Baofeng ZHOU. Field investigation and disaster mechanism analysis of site liquefaction triggered by the Dingri MS6.8 earthquake[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (5) : 9 -17 . DOI: 10.13197/j.eeed.2025.0502
Year 2025 volume 45 Issue 5
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Article Info
doi: 10.13197/j.eeed.2025.0502
  • Receive Date:2025-03-09
  • Online Date:2026-03-20
  • Published:2025-10-22
Article Data
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History
  • Received:2025-03-09
  • Revised:2025-06-05
Funding
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 Earthquake Disaster Prevention Center, Beijing 100029, 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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