Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m³ as your final answer; in three- decimal places only
Based from the previous question, if you are to put backfill in the excavated column footing given that the column has a 300x300mm cross-sectional dimension, determine the volume of backfill. Assume that the soil is very stiff that the soil does not require being compacted upon backfilling it. Note: Type-in only the numerical answer in terms of m³ as your final answer; in three- decimal places only
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Based from the previous question,
if you are to put backfill in the
excavated column footing given
that the column has a
300x300mm cross-sectional
dimension, determine the volume
of backfill. Assume that the soil is
very stiff that the soil does not
require being compacted upon
backfilling it.
Note: Type-in only the numerical answer in
terms of m3 as your final answer; in three-
decimal places only
Transcribed Image Text:Soln:-
NGL
660 mm
Excavated
volume
950mm
Gravel
Bed
50 mm
G0o m3
(a5+
Total volume of
CLcavted/ footing
H = 950 mm
= LxB x H
= (0.6 x0.6 xo.95)
%3D
0.6 m
= 0.342 m3
Ans.
K 0.6 m -
Please, give
upvote !
an
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