再固结 meaning in English

reconsolidation

Reconsolidation volumetric behavior of saturated sand soil after liquefaction
饱和砂土液化后再固结体变特性研究
It is pointed out that the compression of water in saturated sand caused by the densification of sand during dynamic loading and the dilation trend of liquefied sand are related to this . a new mechanism of large post - liquefaction deformation of saturated sand is established . according to the mechanism of large post - liquefaction deformation and the reconsolidation volumetric strain formula , a post - liquefaction constitutive model had been put forward
摘要基于大变形机理以及文中提出的再固结体变公式提出了一个饱水砂土液化后本构模型，模型不寻求液化后整个加载过程中的应力应变反应，将液化后过程分成低强度段和强度恢复段两段来分别进行表达，因为低强度段应变产生于极小的剪应力作用下因此认为该段应变是必然会发生的，强度恢复段应变的大小取决于土体所受剪应力的大小。