1) dilatancy angle
剪胀角
1.
Influences of dilatancy angle on the stress-strain mechanism of soil slopes;
剪胀角对土坡应力应变规律的影响
2.
Determination of dilatancy angle for geomaterials under non-associated flow rule
岩土材料在非关联流动法则下剪胀角选取探讨
3.
The numerical simulation method for the ultimate bearing capacity of ground is presented by adopting the theory of finite element strength reduction;and the significance in bearing capacity of the ground of the dilatancy angle of the material for the ground is discussed.
采用有限元强度“折减”的基本原理,给出了地基承载力确定的数值模拟方法,并讨论了剪胀性材料的地基承载力与材料剪胀角的变化关系。
2) dilation angle
剪胀角
1.
The influences of different tension and compression modulus ratios,Poisson’s ratios and dilation angles on the expansion pressure and radius of plastic zones are discussed.
探讨了不同拉压模量之比、拉压泊松比和剪胀角对球形孔扩张的扩张压力及塑性区半径的影响。
2.
In order to study the effect of dilation angle ψ to the stability of slope, a numerical model was founded in plane strain mode by FLAC3D software for homogeneous soil slope.
为了研究剪胀角ψ对边坡稳定性的影响,利用FLAC3D软件建立均质边坡模型,分析不同工况下ψ与安全系数F和滑动面之间的关系。
3) angle of dilatancy
剪膨胀角
4) inner dilatant angle
内部剪胀角
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：定风波 商角调 商角调 西江客舍
【诗文】：
恨行云、特地高寒，牢笼好梦不定。婉娩年华，凄凉客况，泥酒浑成病。画阑深，碧窗静。一树瑶花可怜影。低映。怕月明照见，青禽相并。素衾自冷。又寒香、枕上薰愁醒。甚银床霜冻，山童未起，谁汲墙阴井。玉笙残，锦书迥。应是多情道薄＊。争肯。便等闲孤负，西湖春兴。
【注释】：
【出处】：
恨行云、特地高寒，牢笼好梦不定。婉娩年华，凄凉客况，泥酒浑成病。画阑深，碧窗静。一树瑶花可怜影。低映。怕月明照见，青禽相并。素衾自冷。又寒香、枕上薰愁醒。甚银床霜冻，山童未起，谁汲墙阴井。玉笙残，锦书迥。应是多情道薄＊。争肯。便等闲孤负，西湖春兴。
【注释】：
【出处】：
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