1) Waterish deformation coefficient
湿陷变形系数
2) 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。
3) 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。
4) coefficient of collapsibility
湿陷系数
1.
Several affecting factors determining loess coefficient of collapsibility;
影响黄土湿陷系数测定的几个因素
2.
In this paper,the loess coefficient of collapsibility was tested by using circular knife of 30cm2 and 50cm2 in laboratory,then the difference of coefficient of collapsibility between vertical and lateral of loess was compared.
试验所用黄土试样取自西安东郊十里铺,且试样均在同一探井4m深度处取得,属Ⅲ级自重湿陷性黄土,在室内分别用面积为30cm2(小环刀)和50cm2(大环刀)的环刀进行单、双线法湿陷性试验,同时用相同含水量的黄土试样在平行于黄土的沉积方向(纵向)和垂直于黄土沉积方向(横向)进行湿陷试验,最后得出了环刀面积和黄土的各向异性对其湿陷系数影响很大的结论。
3.
The structural strength, compression curve, coefficient of collapsibility under different water content and coefficient of consolidation of natural saturated loess and man made structural loess are measured with confined compression test in lab.
通过室内侧限压缩试验 ,对原状黄土和人工制备结构性黄土测定了不同含水量下的结构强度、压缩曲线、湿陷系数及饱和时的固结系数。
5) collapsibility coefficient
湿陷系数
1.
Analysis on factors affecting collapsibility coefficient of loess;
影响黄土湿陷系数因素的分析
2.
Investigation in magnitude evaluation of collapsibility coefficient of loess on high fluvial terrace in Lanzhou by means of pressure testing;
兰州高坪黄土湿陷系数的试验压力取值探讨
3.
Influencing factors of collapsibility coefficient of Lanzhou loess with large thickness
兰州大厚度黄土湿陷系数的影响因素
补充资料：变形区形状系数
变形区形状系数
parameters of deformation zone
b ianxingqu xingzhuang xishu变形区形状系数(parameters of deformationzone)通常指反映变形区几何特征及这些特征在轧制过程中对应力状态影响程度的轧件和工具尺寸的。~一~一，二。，了二H十川，，，。小二，，~参数，主要有z仄、R仄(万一号二}，H/D或从/D。式中D、R、H、h、万、l分别指轧辊直径、轧辊半径、轧件轧前厚度、轧件轧后厚度、轧件平均厚度、变形区长度。 (余望)
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