Is there any conclusion for designing anchor head of ground anchor, if the anchor have higher pull force than the bearing capacity of the anchor head?
In my project, the anchor pull design for 2000 kN, then if the dimension of the anchor head design 1,5 m x 1,5 m, the bearing capacity of the anchor head is 20 kN because of the cracked soil. So,...
03 February 2024
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