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Preliminary analysis for the triggering of soil flowslide that occurred in Zhongchuan Town following the 2023 Jishishan MS6.2 earthquake in Gansu Province
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Longwei CHEN1, 2, Yunlong WANG1, 2, Xiaoming YUAN1, 2, Zhaoyan LI1, 2, Yongzhi WANG1, 2, Guibo NIE1, 2, Haoyu ZHANG1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 187 - 193
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 187-193
Preliminary analysis for the triggering of soil flowslide that occurred in Zhongchuan Town following the 2023 Jishishan MS6.2 earthquake in Gansu Province
Full
Longwei CHEN1, 2, Yunlong WANG1, 2, Xiaoming YUAN1, 2, Zhaoyan LI1, 2, Yongzhi WANG1, 2, Guibo NIE1, 2, Haoyu ZHANG1, 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
doi: 10.13197/j.eeed.2024.0118
Outline
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On Dec. 18th, 2023, a magnitude 6.2 earthquake hit Jishishan Town of Linxia City in Gansu Province, and caused an unusual mud sliding disaster in Jintian Village and Caotan Village of Zhongchuan Town in Qinghai Province. The mud flowslide resulted in catastrophic consequences as casualties and demolishing and burying of residential houses. Such large mud sliding phenomenon has not been frequently reported in historical earthquakes. Through field investigation, it is confirmed that the underlain soil liquefied and triggered the disastrous phenomenon which has already been termed liquefaction-induced flowslide. Nevertheless, the massive liquefaction-induced flowslide is the first time been reported and verified by field evidence in recent 70 years. The investigation and analytical results demonstrate that the underlain soil layer in the upstream area liquefied, triggering instability and catastrophic flowslide, and the soil and water conditions in the flowing channel potentially accelerated the sliding. It is deduced that liquefaction possibly occurred in many a place, that is, the sliding channel was suspected of liquefying in various spots. The ground shaking intensity in the sliding area maintained relatively high, and that the peak ground-motion acceleration was estimated around 0.4 (±0.1) g. The findings and investigation results are useful to help understanding the mechanism and process of the uncommon flowslide disaster.

Jishishan earthquake  /  liquefaction  /  triggering cause  /  in-situ investigation  /  flowslide disaster
Longwei CHEN, Yunlong WANG, Xiaoming YUAN, Zhaoyan LI, Yongzhi WANG, Guibo NIE, Haoyu ZHANG. Preliminary analysis for the triggering of soil flowslide that occurred in Zhongchuan Town following the 2023 Jishishan MS6.2 earthquake in Gansu Province[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 187 -193 . DOI: 10.13197/j.eeed.2024.0118
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0118
  • Receive Date:2024-01-18
  • Online Date:2026-03-30
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  • Received:2024-01-18
  • Revised:2024-02-04
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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
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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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