Q4: For the soil profile and loading condition shown in Figure (4). Find: a) Final consolidation settlement. b) Time required for the settlement to be (14) mm. c) The increase in effective stress after (2) years of loading. d) Final void ratio at the end of consolidation (Note: Use 2:1 method for load distribution) Fig.(4) LU 9 P-2000 kN Footing (2*2) m Sand y, 17 kN/m² Clay Year 18 kN/m² G, 2.7 -0.8 C-0.15 C,-0.4 m²/yr Sand g 11m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4: For the soil profile and loading condition shown in Figure (4). Find:
a) Final consolidation settlement.
b) Time required for the settlement to be (14) mm.
c) The increase in effective stress after (2) years of loading.
d) Final void ratio at the end of consolidation
(Note: Use 2:1 method for load distribution)
Fig.(4)
LU 9
P-2000 kN
Footing
(2*2) m
Sand y, 17 kN/m²
Clay
Year 18 kN/m²
G, 2.7
-0.8
C-0.15 C 0.4 m²/yr
Sand
!
Iim
Transcribed Image Text:Q4: For the soil profile and loading condition shown in Figure (4). Find: a) Final consolidation settlement. b) Time required for the settlement to be (14) mm. c) The increase in effective stress after (2) years of loading. d) Final void ratio at the end of consolidation (Note: Use 2:1 method for load distribution) Fig.(4) LU 9 P-2000 kN Footing (2*2) m Sand y, 17 kN/m² Clay Year 18 kN/m² G, 2.7 -0.8 C-0.15 C 0.4 m²/yr Sand ! Iim
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