1) dilation-shear compaction
剪缩剪胀
2) dilatation or contraction caused by shear
剪胀或剪缩
3) diltatncy
剪切胀缩
4) compression and back expansion
剪缩回胀性
5) shear dilation
剪胀
1.
Analysis of cavity expansion in soil with shear dilationand strain softening considering large deformation;
应变软化及剪胀性土体中考虑大应变的孔扩张问题解析
2.
Analytical solutions of hydraulic tunnels considering strain softening, shear dilation and seepage
考虑应变软化、剪胀和渗流的水工隧洞解析解
3.
Unified solutions of well-bore stability considering strain softening and shear dilation
考虑应变软化及剪胀的井壁稳定统一解
6) shear dilatation
剪胀
1.
Numerical solution was compared with and theoretical one,and the influence of shear dilatation on the stress and displacement.
利用现阶段国内外流行的岩土数值分析软件FLAC3D,模拟分析了圆形隧道围岩不同阶段的应力和位移,并把数值解和理论解析解进行了对比;分析了剪胀性对于隧道围岩应力位移的影响,对隧道工程的设计和施工有指导作用和参考价值。
2.
The result of research shows that attenuation of stiffness and appearance of shear dilatation affect the shape of hysteresis loop greatly, these explain the phenomenon in the dynamic triaxial Test, then the mechanism of the saturated sand liquefaction is more clear than before.
通过动三轴实验研究砂土液化过程中轴向应变的发展 ,从理论解析和应力状态变化两个角度分析了砂土液化过程中的应力应变滞回环 ,分析表明 ,刚度的衰减与剪胀的出现直接影响了滞回环的形状 ,解释了砂土液化过程中应力应变滞回环出现的不规则变化情
3.
A unified analytical solution to cylindrical cavity expansion is derived by considering the strain-softening and shear dilatation behavior of geomaterials using the unified strength theory (UST, Yu, 1991).
考虑了岩土材料的软化和剪胀特性,利用空间轴对称问题的统一强度理论分析了柱形孔扩张问题,求出了岩土材料在柱形孔扩张时的应力场、应变场、位移场和最终扩张压力的统一解表达式。
补充资料:剪金山
地处白银市白银区。山上现存建筑物为清代所重修,整个建筑群分三路布局,南路为中轴线,从低到高依次为三清洞、天王庙、天桥、土地庙、子孙宫、四元君殿、采花将军殿、灵官殿、雷神殿等,以420级上天梯连通。东路有刘道塔,经山梁至庙院。西路为石刻。各庙、殿山墙内侧分别绘有 人物、花鸟、山水,子孙宫内有泥塑神像。
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