If a footing labeled as F-5 (occurring 3 times on the foundation plan) is described by the following sets of information: For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of 3m relative to the NGL. For the column (attached to the footing): 0.5m x 0.5m x 5m. Working space of 1 ft is recommended along the perimeter of the footing base. Side slope considered is for every 2V:1H is observed.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...
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If a footing labeled as F-5 (occurring 3 times on the foundation plan) is
described by the following sets of information:
For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of
3m relative to the NGL.
For the column (attached to the footing): 0.5m x 0.5m x 5m.
Working space of 1 ft is recommended along the perimeter of the footing
base.
Side slope considered is for every 2V:1H is observed.
Find the total volume for backfill (rounded up to the nearest whole
number, in cubic meters).
Transcribed Image Text:If a footing labeled as F-5 (occurring 3 times on the foundation plan) is described by the following sets of information: For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of 3m relative to the NGL. For the column (attached to the footing): 0.5m x 0.5m x 5m. Working space of 1 ft is recommended along the perimeter of the footing base. Side slope considered is for every 2V:1H is observed. Find the total volume for backfill (rounded up to the nearest whole number, in cubic meters).
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