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Soft soil improvement analysis method of Light-weighted Foam Soils

机译:轻质泡沫土软土改良分析方法

摘要

bubbles mixed lightweight soil soft ground improved analytical methods for initiating. The bubbles mixed lightweight soil improvement soft ground downwind soil analysis methods, clay, sand and fill the soft soil layer setting step that sets the soft soil layers sequentially stacked virtual (S110); The SCP process a portion of the soft clay subjected to load the embankment of the ground floor, mixed soil lightweight process, improving soft ground improved by applying each step of the DCM method (S120); Three-dimensional figures to analyze the deformation behavior of soft soil layer improved according to the above method due to the embankment load was applied to three-dimensional numerical analysis step (S130); And SCP method a portion of the clay layer, light mixed soil method, a comparison step (S140) for comparing the settlement generation state from the DCM method to fill load of the soft soil layer improved by applying respectively, and the three-dimensional numerical analysis is by using a finite element analysis model, characterized by applying the excessive generation of pore water pressure and spreading and compacting phenomena in the light mixed soil due to the surcharge load. ;
机译:气泡混合轻质土壤软土地基改进了引发分析方法。所述气泡混合轻质土壤改良软土地基顺风土的分析方法,黏土,沙土和填充软土地层的设定步骤,依次将虚拟土层的设定值虚拟叠加(S110); SCP处理一部分软粘土,使其承受地面的堤防,混合土壤轻质化处理,通过应用DCM方法的每个步骤来改善软土地基(S120);将由于路堤荷载而根据上述方法改进的软土层变形特性的三维图形应用于三维数值分析步骤(S130);并且SCP法是粘土层的一部分,轻质混合土法,比较步骤(S140),该比较步骤(S140)用于分别比较通过DCM法来沉降软土层的填充载荷而产生的沉降生成状态,以及三维数值。分析是通过使用有限元分析模型进行的,其特征在于施加了过量的孔隙水压力,并由于超载而在轻质混合土中产生了铺展和压实现象。 ;

著录项

  • 公开/公告号KR101552644B1

    专利类型

  • 公开/公告日2015-09-11

    原文格式PDF

  • 申请/专利权人 한국해양과학기술원;

    申请/专利号KR20140021162

  • 发明设计人 윤길림;김선빈;

    申请日2014-02-24

  • 分类号G06F19/00;

  • 国家 KR

  • 入库时间 2022-08-21 14:57:38

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