- #1
HauntedMines
- 13
- 0
Howdy -
I'm looking for a way to approximate the anchoring strength of a partially buried concrete caisson (pier). It would be used for anchoring a guy wire coming into it at about 45-degrees from above. Most of it's in the ground, a few inches sticks above where the cable fastens to it. The design goal is to not have it dragged thru the ground like a plow, or plucked up from the earth! :-)
I'm not after super-precise calculations, but practical rule-of-thumb things to help me design the anchor/pier. I'm fairly certain these things matter:
* Mass of the concrete caisson
* Soil type (sandy w/some clay, packs well)
* Shape & size of the caisson
I'm not sure how to get started,
Thanx,
- Steve
I'm looking for a way to approximate the anchoring strength of a partially buried concrete caisson (pier). It would be used for anchoring a guy wire coming into it at about 45-degrees from above. Most of it's in the ground, a few inches sticks above where the cable fastens to it. The design goal is to not have it dragged thru the ground like a plow, or plucked up from the earth! :-)
I'm not after super-precise calculations, but practical rule-of-thumb things to help me design the anchor/pier. I'm fairly certain these things matter:
* Mass of the concrete caisson
* Soil type (sandy w/some clay, packs well)
* Shape & size of the caisson
I'm not sure how to get started,
Thanx,
- Steve