slope of cut

Method for Stability of Loess Slope of Cut Based on Topology

基于可拓工程法的黄土路堑边坡稳定性评价方法

Technology of consolidation and protection for high slope of cut

路堑高边坡的加固与防护技术

The Achievement Analysis for Mudstone Slope of Cut Anchor Rod Experiment of Huizhou-Hangzhou Expressway

徽杭高速公路泥岩路堑边坡锚杆试验成果分析

There are four layers in fuzzy logic neural net system of cut slope stability analysis.

判定边坡稳定性模糊神经网络由一个输入层,一个输出层,两个隐层组成.

In the construction of highway, the construction organization of through cut and the construction quality will influence the construction schedule and slope stability.

在公路建设中，路堑开挖施工组织是否合理、施工质量如何，将影响施工进度和边坡的稳定。

The influence factors of slope stability of sidehill cut were elaborated, and the feasibility of protecting slope stabilization was discussed, which can provide reference for other mines.

阐述了山坡型露天开采边坡稳定的影响因素，并对保持边坡稳定的可行性进行了探讨，可供露天开采矿山参考。

Analysis and treatment of bedding-slip cut slope

顺层滑移路堑边坡的分析和治理

The Application of Steel Pipe Stake and Prestressed Anchor Rope in the Construction of Steep and High Slope of Highway Cut

钢管桩与预应力锚索在公路路堑高陡边坡中的综合应用

Comprehensive treatment technique of a cut slope in Expansive Soils Area

某膨胀土挖方边坡的综合处治

Based on the limit equilibrium theory and the hypothesis of planar sliding surface, a formula for calculating the angle of shear failure was deduced considering cohesion and cut slope angle.

基于极限平衡理论及平面滑裂面假定，在考虑土黏聚力及放坡角度的基础上，推导了平面滑裂面剪切破坏角的数学表达式。

The failure and the evaluation of the stability of artificial rock slope of cut in MACROSEISMIC area

强震区人工岩质路堑边坡的破坏及稳定性评价

Results: The foreward micromotion of the standard polyethylene component increased significantly with the increases of posterior slope cut angle.

结果：每增加关节面后倾切除角度，标准聚乙烯假体的向前移动随之显著增加。

The increase of posterior slope cut angle significantly decreased the tibial anterior compressive strains, and significantly increased the tibial posterior compressive strains.

在胫骨载荷方面，增加关节面后倾切除角度显著减少胫骨前面的压应力，而胫骨后面的压应力则显著增加。

Stability Evaluation of Loess Slope of Cut Based on Degree of Approaching to Target with Variable Weight

基于变权靶心贴近度的黄土边坡稳定性评价