the ultimate bearing capacity is increased with the increasing in size of
the ultimate bearing capacity is increased with the increasing in size of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![:Answer with "True" or "False" for the following statements.
1- For all modes of failure heaving of soil will occurs on both sides of footing at final collanse
2- General shcar failure will exist when the relative density of sandy soil is less than thirty percent
3- For all types of soils the ultimate bearing capacity is increased with the increasing in size of
footing.
4- When the relative density of sandy soil is more than (67%) there is no need to take into
consideration the effect of soil compressibility in the calculation of ultimate bearing capacity.
5- For the footings that loaded eccentrically, only the part of the footing that is symetrical with
regard to the load is used to determine bearing capacity by the useful width method.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F78e55ec2-7db6-4059-83c3-e949c48faf88%2Ff36adbc4-9925-4eb4-975d-8a31932be258%2Fbpmfjkg_processed.jpeg&w=3840&q=75)
Transcribed Image Text::Answer with "True" or "False" for the following statements.
1- For all modes of failure heaving of soil will occurs on both sides of footing at final collanse
2- General shcar failure will exist when the relative density of sandy soil is less than thirty percent
3- For all types of soils the ultimate bearing capacity is increased with the increasing in size of
footing.
4- When the relative density of sandy soil is more than (67%) there is no need to take into
consideration the effect of soil compressibility in the calculation of ultimate bearing capacity.
5- For the footings that loaded eccentrically, only the part of the footing that is symetrical with
regard to the load is used to determine bearing capacity by the useful width method.
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