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Influence of anchorage body position and shape on the effect of slope reinforcement

机译:锚固位置和形状对边坡加固效果的影响

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Loose soil or earth-rock deposit slope is one of the difficulties of slope treatment. While grouting treatment is such an effective means. In order to reveal the effect of slope reinforcement by grouting anchor, strength reduction Finite Element Method(FEM) is adopted to calculate the deformation of single anchorage body and slope stability factor. Several calculation conditions are considered, such as setting the anchorage body at a different position vertically or horizontally, and setting the anchorage body in different direction at a fixed position. Analysis shows that putting the anchorage body into the slope makes the stability of the slope increase in some degrees, in which setting the anchorage body vertically is more effective than setting it horizontally. The most ideal installation position is at about 1/3 height of the slope. It is also found that the anchorage angle impacts the effect of slope reinforcement. Influence of the layout of a single anchorage body on the effect slope reinforcement provides a reference for optimal design of grouting technique.
机译:松动的土壤或土石堆积的边坡是边坡处理的难点之一。而灌浆处理就是这样一种有效的手段。为了揭示注浆锚固加固边坡的效果,采用强度折减有限元法(FEM)来计算单个锚固体的变形量和边坡稳定系数。考虑了几种计算条件,例如将锚固件垂直或水平设置在不同的位置,以及将锚固件在不同方向设置在固定的位置。分析表明,将锚固体放置在斜坡上会使斜坡的稳定性有所提高,其中将锚固体垂直放置比水平放置更有效。最理想的安装位置是在坡度的大约1/3处。还发现锚固角影响边坡加固的效果。单个锚固体布局对边坡加固效果的影响为灌浆技术的优化设计提供了参考。

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