Recent developments of soil improvement methods for seismic liquefaction mitigation
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  • 作者:Yu Huang (1) (2)
    Zhuoqiang Wen (1)

    1. Department of Geotechnical Engineering
    ; College of Civil Engineering ; Tongji University ; Shanghai ; 200092 ; China
    2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education
    ; Tongji University ; Shanghai ; 200092 ; China
  • 关键词:Liquefaction mitigation ; Colloidal silica ; Biocementation ; Biogas ; Grouting ; Tire chips
  • 刊名:Natural Hazards
  • 出版年:2015
  • 出版时间:April 2015
  • 年:2015
  • 卷:76
  • 期:3
  • 页码:1927-1938
  • 全文大小:235 KB
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  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Hydrogeology
    Geophysics and Geodesy
    Geotechnical Engineering
    Civil Engineering
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-0840
文摘
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.

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