固结体英文_固结体英语怎么说

固结体的英文

cumulate
induration

固结: concretion; consolidation; i ...
体: body; part of the body
固结: [地质学] concretion; consolidation; induration◇固结程度 degree of consolidation; 固结试验 consolidation; 固结土壤 consolidated soil; 固结性 concreteness; 固结作用 consolidation; solidification
集结体: coenobium
连结体: connecting unit; interlocking matrix; union body

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例句与用法

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
The characteristics of high pressure gyratory sprayed pumping discusses is presented , which is applicable in wide range of scope and ground layers , convenient for construction , long durability , wide source of materials . mechanism for subgrade strengthening : complex foundation of cement solid and earth between piles was formed by pulsant load of flowing pressure and spraying flow , water wallop , cavitation phenomenon , water wedge effect , extrusion force and air flow agitation etc so as to enhance foundation bearing force and reduce settlement and deformation
高压旋喷注浆技术具有适用范围、适用地层较广，施工方便，耐久性好，材料广阔等特点；其加固地基机理主要是通过流动压、喷射流的脉动负荷、水块的冲击力、空穴现象、水楔效应、挤压力、气流搅动等效应形成水泥固结体与桩间土的复合地基，从而提高地基承载力，减少沉降变形。
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。
By analyzing outcome of the surround well pumping water test after the darn was disposed , the pervasion coefficient can meet preventing pervasion purpose ; at the same time , preventing pervasion capability test of the grouting concretion body has been done in the room , with a conclusion gained after analyzing the test outcome , which is there are different effects in preventing pervasion capability of the grouting concretion body on different additive , and this has been applied into preventing pervasion of the engineering
并对处理后的坝体进行现场围井抽水试验，得出防渗墙的渗透系数满足防渗效果；同时在室内浆液固结体进行了抗渗性能试验，分析试验结果得出不同添加刘对固结体抗渗性能不同影响，将其应用于该工程的防渗。

固结体的英文

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