Affect of Tracked Equipment on Bearing Capacity
Affect of Tracked Equipment on Bearing Capacity
(OP)
Hello,
Can anyone describe the affect that tracked equipment plays on bearing capactiy, generally speaking.
To be specific on my situation, we are working in a large foundation that will support a large concrete structure (50'x50'x9'), soil conditions are mainly fat clays. Someone has the idea that using a D6 dozer to grade the foundation bottom will disrupt the needed bearing capacity (3000-4000 psf).
Thanks
Can anyone describe the affect that tracked equipment plays on bearing capactiy, generally speaking.
To be specific on my situation, we are working in a large foundation that will support a large concrete structure (50'x50'x9'), soil conditions are mainly fat clays. Someone has the idea that using a D6 dozer to grade the foundation bottom will disrupt the needed bearing capacity (3000-4000 psf).
Thanks





RE: Affect of Tracked Equipment on Bearing Capacity
RE: Affect of Tracked Equipment on Bearing Capacity
RE: Affect of Tracked Equipment on Bearing Capacity
Million dollar question, "What's the optimum moisture content for tracked compaction effort? You see, there is no single, "Like of Optimums."
f-d
ípapß gordo ainÆt no madre flaca!