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I need to support 12,000 lbf on about 8 inches x 8 inches(hopefully less) in a variety of soils, when the ground is dry enough to run heavy equipment. The load can sink in 3 or 4 inches. So far I've only found soil specifications for building foundations, which I assume would be too
conservative. How do I calculate this?
Thanks,
John
conservative. How do I calculate this?
Thanks,
John