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作者:

Li, Xiaojie (Li, Xiaojie.) | Wang, Wei (Wang, Wei.) (学者:王伟) | Ma, Donghui (Ma, Donghui.) (学者:马东辉) | Su, Jingyu (Su, Jingyu.) (学者:苏经宇)

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摘要:

Drill sample data for the actual project level evaluation of sand liquefaction evaluation is limited and different objects falling into the same level interval lead level is difficult to distinguish the evaluation object, the establishment of a sand liquefaction grade evaluation model based on the principle of information diffusion. Firstly, select the earthquake magnitude, ground acceleration, SPT cardinality, soil clay content, effective stress to build sand seismic liquefaction evaluation system. Secondly, the use of information diffusion theory into multiple discrete indicators will determine the point, the diffusion of information of each evaluation to a single value for each discrete point, in order to build sand liquefaction grade fuzzy evaluation information diffusion matrix. Finally, an example analysis shows: sand liquefaction evaluation results and actual discrimination cases coincide sand liquefaction prevention able to provide theoretical support. © 2014, EJGE.

关键词:

Soil liquefaction Information use Sand Geophysics Earthquakes

作者机构:

  • [ 1 ] [Li, Xiaojie]Institute of Civil Engineering, Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, China
  • [ 2 ] [Wang, Wei]College of Architecture and Urban Planning, Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, China
  • [ 3 ] [Ma, Donghui]College of Architecture and Urban Planning, Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, China
  • [ 4 ] [Su, Jingyu]College of Architecture and Urban Planning, Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing, China

通讯作者信息:

  • 王伟

    [wang, wei]college of architecture and urban planning, institute of earthquake resistance and disaster reduction, beijing university of technology, beijing, china

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来源 :

Electronic Journal of Geotechnical Engineering

年份: 2014

期: W

卷: 19

页码: 6887-6895

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