TM 5-818-1 / AFM 88-3, Chap. 7
g. Where alternative foundation designs are
also, estimated swelling of subgrade soils. The effects of
prepared, types of foundations considered, together with
computed differential settlements, and also the ef- fects
evaluation and cost data for each.
of swell, on the structure should be discussed.
h. A table or sketch showing the final size and
k. Basic assumptions and results of other
depth of footings or mats and lengths and types of piles,
analyses.
I.
An estimate of dewatering requirements, if
if used.
I.
Basic assumptions for loadings and the
necessary. The maximum anticipated pumping rate and
computed factors of safety for bearing-capacity
flow per foot of drawdown should be presented.
m. Special precautions and recommendations
calculations, as outlined in chapter 6.
j.
Basic assumptions, loadings, and results of
for construction. Possible sources for fill and backfill
settlement analyses, as outlined in chapters 5, 6, and 10;
should also be given. Compaction requirements should
be described.
1-2
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