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1)  elastic wedge body
弹性楔形体
2)  elastic wedge
弹性楔体法
1.
With the solution given to the resistance to earth against the anchoraged pile end under slip plane by ways of passive earth pressure,slip line and elastic wedge,the built-in depth was determined using the model.
分别运用被动土压力法、滑移线法和弹性楔体法求解出了滑动面下的桩前土抗力,进而利用该计算模型求得锚杆抗滑桩的嵌固深度。
3)  elastic soil wedge
弹性土楔
4)  rectangular sliding body
楔形滑体
5)  wedge [英][wedʒ]  [美][wɛdʒ]
楔形体
1.
Experimental research on the fluid-structure interaction in water entry of 2D elastic wedge;
二维楔形体冲击入水时的流固耦合响应的实验研究
2.
Stability of High Rock Slope Formed by Complex Wedge;
复杂楔形体组合下的岩质高边坡稳定分析
3.
Qualitative and quantitative analysis of wedge stability
楔形体稳定的定性和定量分析
6)  Wedge body
楔形体
1.
The coefficient of impact pressure peak of the wedge body with different angles was calculated and the rule of the coefficient was analyzed.
基于数值仿真的方法对二维刚性楔形体的入水砰击问题进行了研究。
2.
The relation between wedge body and the model of cutting slope is shown.
介绍了楔形体与开挖坡体模型之间的关系,提出了确定边坡开挖松动区范围的弹性理论分析方法。
3.
The relationship between wedge body and the model of cutting slope is analyzed to expound the possibility of applying wedge body theory to analyze the stress field of cutting slope according to the elastic plane-strain theory.
分析了楔形体与开挖坡体模型之间的关系,阐明可以用平面应变条件下的楔形体理论分析开挖坡体的应力场,给出了确定边坡开挖应力场的弹性理论近似解析方法,指出在计算坡体每一步开挖后的应力场的过程中,主要需通过分析上一步开挖后的坡体应力场、本步开挖卸荷量来实现,由此在坡体自上而下分步开挖过程中每一步开挖施工完成之后相应的应力场都可以计算出来。
补充资料:弹性
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性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。

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