Taking a power transmission line project in Guiyang as an example

uses GTS NX software to model and analyze the bedding rock slope with weak intercalation before and after the Iron Tower is applied

the weak interlayer plays a decisive role in the deformation and instability of the slope. At the same time

due to the heavy load on the upper part of the tower

the load is transmitted to the inside of the slope through the foundation

which results in the increase of the displacement of the slope and the downward displacement of the plastic deformation area

the stability coefficient of the slope is decreased

but the stress of the cable is little changed. As a whole

the influence of iron tower on slope is small.