This question isn't about retaining walls or conventional soil anchors (in the slope stabilisation sense). For the avoidance of doubt the force I would like to resist is in the direction indicated in the sketch below.
i.e. all the tension tie rods and piles in figure 16.13 above would be in...
Homework? Oh dear me, if only I had so much to look forward to.
The details of the something heavy and the rest of the operation I'm comfortable with and won't be shared on a public forum for all the usual reasons. Sorry. The question I asked resolves to the geotechnical details of an anchor in...
I have a need to pull something very heavy along the ground, where the calculated pull is in the order of hundreds of metric tonnes force. The pull will be done by a large winch, with a big wire, all straightforward so far. The question I have is how to anchor the winch (i.e. react the force of...
