Consider Figure FE 3. Compute the difference in the primary consolidation settlement. Further, if foundation B is to be loaded with an additional 150 kN, suggest an increase in dimension for said foundation if a differential settlement of 40 mm is not to be exceeded. You may use the equation for primary consolidation settlement of HomvΔσ
Consider Figure FE 3. Compute the difference in the primary consolidation settlement. Further, if foundation B is to be loaded with an additional 150 kN, suggest an increase in dimension for said foundation if a differential settlement of 40 mm is not to be exceeded. You may use the equation for primary consolidation settlement of HomvΔσ
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider Figure FE 3. Compute the difference in the primary consolidation settlement. Further, if foundation B is to be loaded with an additional 150
kN, suggest an increase in dimension for said foundation if a differential settlement of 40 mm is not to be exceeded. You may use the equation for
primary consolidation settlement of HomvΔσ
Transcribed Image Text:780 kN
780 kN
Foundation A
1.5 m x 1.5 m
Foundation B
1.5 m x 1.5 m
Sand.
1.4 mi
3 m
2.8 m
1.2 m
Clay, m = 0.7 m²/MN:
%3D
Gravel
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