A square footing which carries an axial load of 143500 kg has its bottom resting on a ground water table at a depth 1.8 m from the ground surface. Bulk and saturated unit weight of soil is 1670 kg/m³ and 1850 kg/m³ respectively. Cohesion of the soil is 1570 kg/m² and friction angle is 28 degrees. Compute the width of the footing (in meter) using a gross factor of safety of 2.5.
A square footing which carries an axial load of 143500 kg has its bottom resting on a ground water table at a depth 1.8 m from the ground surface. Bulk and saturated unit weight of soil is 1670 kg/m³ and 1850 kg/m³ respectively. Cohesion of the soil is 1570 kg/m² and friction angle is 28 degrees. Compute the width of the footing (in meter) using a gross factor of safety of 2.5.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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Foundation Design
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![A square footing which carries an axial load of 143500 kg has its bottom resting on a ground water table at
a depth 1.8 m from the ground surface.
Bulk and saturated unit weight of soil is 1670 kg/m³ and 1850 kg/m³ respectively.
Cohesion of the soil is 1570 kg/m and friction angle is 28 degrees.
Compute the width of the footing (in meter) using a gross factor of safety of 2.5.
ONLY DO ROUNDING OFFAT THE FINALANSWER. WRITE YOUR ANSWER IN ONE DECIMAL PLACE.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F61eae433-178b-414a-9b4e-88040a005030%2Fffafd19a-b23b-4942-a48c-be270bc45a52%2F5ihcgci_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A square footing which carries an axial load of 143500 kg has its bottom resting on a ground water table at
a depth 1.8 m from the ground surface.
Bulk and saturated unit weight of soil is 1670 kg/m³ and 1850 kg/m³ respectively.
Cohesion of the soil is 1570 kg/m and friction angle is 28 degrees.
Compute the width of the footing (in meter) using a gross factor of safety of 2.5.
ONLY DO ROUNDING OFFAT THE FINALANSWER. WRITE YOUR ANSWER IN ONE DECIMAL PLACE.
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