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Volume 35 Issue 5
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HUANG Yu, YU Miao, BHATTACHARYA Subhamoy. Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 834-840.
Citation: HUANG Yu, YU Miao, BHATTACHARYA Subhamoy. Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 834-840.
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Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)

  • 1. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Department of Civil Engineering, University of Bristol, Bristol BS8 1TR, United Kingdom; 4. Department of Civil and Environmental Engineering, University of Surrey, Surrey GU2 7XH, United Kingdom

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  • Received Date: July 01, 2012
  • Published Date: May 26, 2013
    Abstract
  • On March 11th, 2011, an earthquake with magnitude of Mw 9.0 occurred off the Pacific Coast of Tohoku, and triggered widespread liquefaction in Tohoku and Kanto regions of Japan. Based on the field investigation and data analysis, the characteristics of liquefaction, liquefaction-induced damages, different failure mechanisms, characteristics of re-liquefaction in the aftershocks and seismic tsunami hazards are presented. The study also shows that re-liquefaction resistance is greatly affected by the intensity of earthquakes, stress history and dissipation of excess pore-water pressure. The damage process due to the seismic tsunami hazards is divided into three stages, the post-earthquake liquefaction stage, the recovery stage of soil strength and the flow-sliding failure stage. Finally, the effectiveness of ground improvement methods (sand compaction pile and sand drain method) in this massive earthquake is summarized for liquefaction mitigation in the future.
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    BHATTACHARYA Subhamoy

    • 1. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Department of Civil Engineering, University of Bristol, Bristol BS8 1TR, United Kingdom; 4. Department of Civil and Environmental Engineering, University of Surrey, Surrey GU2 7XH, United Kingdom

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