A 2m wide strip footing is placed at 1m below the ground surface of a clay soil having the following properties: cu= 80 kN/m², c'-0, qu=0, p=30, unit weight above the water table=20 kN/m³, saturated unit weight = 20 kN/m². i) If the water table is at foundation level, calculate the net safe bearing capacity of the footing using factor of safety of 2, for short term and long term conditions. ii) Also indicate the change that may occur in the short term value when the water table rises to ground level.

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 16.13P: A square footing (B B) must carry a gross allowable load of 1160 kN. The base of the footing is to...
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H.W.2
A 2m wide strip footing is placed at 1m below the ground surface of a clay soil having the
following properties: cu= 80 kN/m², c²-0, qu=0, p'=30, unit weight above the water table=20
kN/m³, saturated unit weight = 20 kN/m².
i) If the water table is at foundation level, calculate the net safe bearing capacity of the footing
using factor of safety of 2, for short term and long term conditions.
ii) Also indicate the change that may occur in the short term value when the water table rises
to ground level.
Transcribed Image Text:H.W.2 A 2m wide strip footing is placed at 1m below the ground surface of a clay soil having the following properties: cu= 80 kN/m², c²-0, qu=0, p'=30, unit weight above the water table=20 kN/m³, saturated unit weight = 20 kN/m². i) If the water table is at foundation level, calculate the net safe bearing capacity of the footing using factor of safety of 2, for short term and long term conditions. ii) Also indicate the change that may occur in the short term value when the water table rises to ground level.
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