1) granular soil slope
粒状体斜面
1.
Through the analysis of slope failure mechanisms and actual research of soil nailing techniques, concerning understanding on slope failure mechanisms has been widely studied, but there are only a very few of the studies really involved the failure mechanism of granular soil slope.
本文首先通过铝棒斜面模型试验并结合离散单元法的数值模拟，研究了粒状体斜面在干、湿两种状态下的破坏机理，并在此基础上，比较了土钉沿垂直于斜面方向插入与沿最小主应力σ_3方向插入哪个更为有效。
3) oblique parallelepiped
斜六面体
4) granular material
粒状体
1.
Microscopic shear mechanism of granular materials in simple shear by DEM;
用离散单元法分析单剪试验中粒状体的剪切机理(英文)
2.
Soils are typical granular materials.
土体是一种典型的粒状体,建立土体的结构模型有利于进一步认识土体的力学性质。
3.
A direct box shear test on granular material is successfully simulated by means of distinct element method.
用离散单元法模拟了粒状体的直剪试验。
6) chondrule
[英]['kɔndru:l] [美]['kɑndrul]
粒状体(天)
补充资料：刚玉集合体的显微结构(半自形粒状)
刚玉集合体的显微结构(半自形粒状)
刚玉集合体的显微结构(半自形粒状)
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