Hi all, I have modelled an MSE wall with block facing and after calculation I have high axial loads at the connections between geogrid and block facing.
Why do I have a very high axial load at the connections of geogrid and wall facing of MSE wall in Plaxis 2d V20? I feel am not doing something right at the connections. please help how do I solve this issue?
Dear Emmanuel,
I have to admit that it is difficult to understand why from the screenshots.
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