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Recent developments of soil improvement methods for seismic liquefaction mitigation

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  • Yu Huang
  • Zhuoqiang Wen

Abstract

Although traditional methods of liquefaction mitigation have been widely applied in engineering practice, some prominent problems remain such as limits on the size of the treated areas, disturbance of existing structures sensitive to deformation or vibration, and environmental impact. In terms of liquefaction mitigation, some relatively new concepts have been proposed such as passive site remediation, microbial geotechnology, and induced partial saturation, and new methods have been developed based on these concepts. In this paper, as a reference to engineers and researchers involved in solving the problems faced by our developing society, we review the recent development of soil improvement methods for liquefaction mitigation. We present methods of liquefaction mitigation and suggest their classification into three types. We review, for the first time, the engineering problems and research trends of liquefaction mitigation and discuss several typical new methods such as colloidal silica grouting, bentonite suspension grouting, biocementation, air injection, biogas, and mitigation using tire chips. Finally, the applicability of these new methods in solving the above problems is discussed, and future research orientations are pointed out. Copyright Springer Science+Business Media Dordrecht 2015

Suggested Citation

  • Yu Huang & Zhuoqiang Wen, 2015. "Recent developments of soil improvement methods for seismic liquefaction mitigation," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 76(3), pages 1927-1938, April.
  • Handle: RePEc:spr:nathaz:v:76:y:2015:i:3:p:1927-1938
    DOI: 10.1007/s11069-014-1558-9
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    References listed on IDEAS

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    1. Yu Huang & Miao Yu, 2013. "Review of soil liquefaction characteristics during major earthquakes of the twenty-first century," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 65(3), pages 2375-2384, February.
    2. Domenico Lombardi & Subhamoy Bhattacharya, 2014. "Liquefaction of soil in the Emilia-Romagna region after the 2012 Northern Italy earthquake sequence," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 73(3), pages 1749-1770, September.
    3. Yu Huang & Ximiao Jiang, 2010. "Field-observed phenomena of seismic liquefaction and subsidence during the 2008 Wenchuan earthquake in China," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 54(3), pages 839-850, September.
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    Cited by:

    1. Yu Huang & Liuyuan Zhao, 2018. "The effects of small particles on soil seismic liquefaction resistance: current findings and future challenges," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 92(1), pages 567-579, May.
    2. Jiji Krishnan & Shruti Shukla, 2022. "Shake table testing of liquefaction mitigation efficiency on pile foundations in sand stabilised with colloidal silica," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 111(3), pages 2317-2341, April.

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