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1)  dissolution subsidence deformations
溶陷变形
2)  Sink down deformation
塌陷变形
3)  deformation and subsidence
变形陷落
1.
Model test study on deformation and subsidence of ground surface and surrounding rock caused by exploiting inclining mine near surface;
开采倾斜近地表矿体地表及围岩变形陷落的模型试验研究
4)  collapsible deformation
湿陷变形
1.
Laboratory tests are performed to reveal the structural properties and collapsible deformation characteristics.
为了真实地反映黄土的结构性、湿陷变形特性,在室内试验的基础上,应用充分扰动饱和粘土的稳定孔隙比和稳定状态原理,根据不可逆变形由团块之间滑移和团块破碎机理所引起的概念及土体损伤演化定律,建立了非饱和黄土的屈服函数和损伤函数,得到了非饱和原状结构性黄土的结构性数学模型。
5)  collapse deformation
湿陷变形
1.
Assessment of calculating methods of collapse deformation of subsoil of collapse loess;
湿陷性黄土地基湿陷变形计算方法的评价
2.
It indicates that the anisotropy of collapse deformation and loess compression deformation is particularly evident,more.
结果表明,黄土的湿陷变形与压缩变形的各向异性相当显著,而且按不同方向压缩的过程中,湿陷变形与压缩变形之间存在相互转化关系:竖向压缩时,土体的湿陷性最大,压缩性最小;沿45°方向压缩时,土体的湿陷性最小,压缩性最大;沿水平方向压缩时,其湿陷性和压缩性都介于前两者之间。
3.
This paper lays special stress on introducing collapse deformation and moisture increasing deformation,engineering properties and natural properties of collapsible loess,and evaluation of pile foundation s bearing capacity on collapsible loess.
本文着重介绍了在湿陷性黄土工程中 ,湿陷变形与增湿变形 ,湿陷性黄土工程属性及固有属性 ,以及湿陷性黄土桩基承载力评价等问题。
6)  deformation defect
变形缺陷
1.
The mechanics criterions of deforming WHA interior and surface crack were derived from deformation body plasticity zone speed field distribution,and two sorts of mechanics criterions curve were plotted during analyzing high density WHA deformation defects.
在分析高比重钨合金弹芯挤压变形缺陷产生形式的基础上,利用钨合金变形体塑性区内的速度场分布,推导了变形钨合金弹芯形成内部破裂和表面破裂条件的力学判据,并绘制了两种变形缺陷的力学判据曲线图。
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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