1) wetting deformation
湿化变形
1.
Test and research on sandy soil s wetting deformation;
砂性土湿化变形试验研究
2.
Three-dimensional analysis for the wetting deformation of Gongboxia concrete faced rock-fill dam on the Yellow River;
黄河公伯峡面板堆石坝三维湿化变形分析
3.
Finite element analysis of wetting deformation for Heihe earth dam during reservoir filling;
黑河水库初次蓄水大坝湿化变形有限元分析
2) slaking deformation
湿化变形
1.
Experimental research on slaking deformation of high fill of Wushan municipal sewage treatment plant;
巫山县污水处理厂高填方地基湿化变形试验研究
2.
Experimental research on slaking deformation of expansive soils;
膨胀土湿化变形试验研究
3.
According to the result of high pressure triaxial slaking test of two different kinds of rock fillst,he paper analyses the reasons of slaking deformation and the relationship between slaking stress and deformation,which is hyperbolic type.
通过对2种不同堆石料的高压三轴湿化试验,分析了引起湿化变形的因素,并对湿化应力与湿化变形进行了初步的分析,发现湿化应力与湿化变形之间存在有双曲线关系,其规律类似三轴压缩的应力应变关系;但湿化应力–应变的初始切线模量与周围压力之间的关系并不完全符合Janbu公式,同时对湿化轴向应变与湿化体应变进行分析,发现不同于三轴压缩,其关系并非双曲线。
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) moistening deformation
增湿变形
1.
A practical method for moistening deformation of loess foundation;
黄土地基增湿变形的实用算法
2.
Taking collapsible!loess from Longxi region of Gansu Province as research object,the numerical model of loess moistening deformation was established,which considered the coupling of permeation and deformation.
以甘肃陇西自重湿陷性黄土作为研究对象,基于黄土湿陷过程中变形与渗流耦合的思想,建立了黄土增湿变形的数值模型。
3.
The mechanism of moistening deformation is analyzed using characteristics of the structural parameter change.
在不同含水量下对西安、兰州原状黄土进行压缩试验,根据同一压力下原状黄土与重塑饱和黄土的孔隙比定义一个定量结构性参数mP,探讨黄土的结构性参数随压力及增湿含水量w变化的特性,用结构性变化特性分析原状黄土增湿变形特性机制。
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。
参考词条