Review of soil liquefaction characteristics during major earthquakes of the twenty-first century
Liquefaction, which can be defined as a loss of strength and stiffness in soils, is one of the major causes of damage to buildings and infrastructure during an earthquake. To overcome a lack of comprehensive analyses of seismically induced liquefaction, this study reviews the characteristics of liqu...
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| Published in | Natural hazards (Dordrecht) Vol. 65; no. 3; pp. 2375 - 2384 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Dordrecht
Springer Netherlands
01.02.2013
Springer Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
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| Abstract | Liquefaction, which can be defined as a loss of strength and stiffness in soils, is one of the major causes of damage to buildings and infrastructure during an earthquake. To overcome a lack of comprehensive analyses of seismically induced liquefaction, this study reviews the characteristics of liquefaction and its related damage to soils and foundations during earthquakes in the first part of the twenty-first century. Based on seismic data analysis, macroscopic phenomena of liquefaction (e.g., sand boiling, ground cracking, and lateral spread) are summarized, and several new phenomena related to earthquakes from the twenty-first century are highlighted, including liquefaction in areas with moderate seismic intensity, liquefaction of gravelly soils, liquefaction of deep-level sandy soils, re-liquefaction in aftershocks, liquid-like behavior of unsaturated sandy soils. Additionally, phenomena related to damage in soils and foundations induced by liquefaction are investigated and discussed. |
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| AbstractList | Liquefaction, which can be defined as a loss of strength and stiffness in soils, is one of the major causes of damage to buildings and infrastructure during an earthquake. To overcome a lack of comprehensive analyses of seismically induced liquefaction, this study reviews the characteristics of liquefaction and its related damage to soils and foundations during earthquakes in the first part of the twenty-first century. Based on seismic data analysis, macroscopic phenomena of liquefaction (e.g., sand boiling, ground cracking, and lateral spread) are summarized, and several new phenomena related to earthquakes from the twenty-first century are highlighted, including liquefaction in areas with moderate seismic intensity, liquefaction of gravelly soils, liquefaction of deep-level sandy soils, re-liquefaction in aftershocks, liquid-like behavior of unsaturated sandy soils. Additionally, phenomena related to damage in soils and foundations induced by liquefaction are investigated and discussed. Liquefaction, which can be defined as a loss of strength and stiffness in soils, is one of the major causes of damage to buildings and infrastructure during an earthquake. To overcome a lack of comprehensive analyses of seismically induced liquefaction, this study reviews the characteristics of liquefaction and its related damage to soils and foundations during earthquakes in the first part of the twenty-first century. Based on seismic data analysis, macroscopic phenomena of liquefaction (e.g., sand boiling, ground cracking, and lateral spread) are summarized, and several new phenomena related to earthquakes from the twenty-first century are highlighted, including liquefaction in areas with moderate seismic intensity, liquefaction of gravelly soils, liquefaction of deep-level sandy soils, re-liquefaction in aftershocks, liquid-like behavior of unsaturated sandy soils. Additionally, phenomena related to damage in soils and foundations induced by liquefaction are investigated and discussed.[PUBLICATION ABSTRACT] Liquefaction, which can be defined as a loss of strength and stiffness in soils, is one of the major causes of damage to buildings and infrastructure during an earthquake. To overcome a lack of comprehensive analyses of seismically induced liquefaction, this study reviews the characteristics of liquefaction and its related damage to soils and foundations during earthquakes in the first part of the twenty-first century. Based on seismic data analysis, macroscopic phenomena of liquefaction (e.g., sand boiling, ground cracking, and lateral spread) are summarized, and several new phenomena related to earthquakes from the twenty-first century are highlighted, including liquefaction in areas with moderate seismic intensity, liquefaction of gravelly soils, liquefaction of deep-level sandy soils, re-liquefaction in aftershocks, liquid-like behavior of unsaturated sandy soils. Additionally, phenomena related to damage in soils and foundations induced by liquefaction are investigated and discussed. Adapted from the source document. |
| Author | Yu, Miao Huang, Yu |
| Author_xml | – sequence: 1 givenname: Yu surname: Huang fullname: Huang, Yu email: yhuang@tongji.edu.cn organization: Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Department of Geotechnical Engineering, Tongji University – sequence: 2 givenname: Miao surname: Yu fullname: Yu, Miao organization: Department of Geotechnical Engineering, Tongji University |
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| Keywords | Lateral spread Re-liquefaction Deep soil liquefaction Liquefaction-induced damage Gravelly soil Liquefaction characteristics strength foundations liquefaction stiffness earthquakes sand natural disaster damages boiling buildings aftershocks seismic intensity infrastructures soils |
| Language | English |
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| SubjectTerms | Buildings Civil Engineering Damage Earth and Environmental Science Earth Sciences Earth, ocean, space Earthquakes Earthquakes, seismology Engineering and environment geology. Geothermics Environmental Management Environmental policy Exact sciences and technology Foundations Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Hydrogeology Infrastructure Internal geophysics Liquefaction Natural Hazards Natural hazards: prediction, damages, etc Review Article Sand Sandy soils Seismic activity Seismic phenomena Seismology Soil (material) |
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| Title | Review of soil liquefaction characteristics during major earthquakes of the twenty-first century |
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