1- Find the final consolidation settlement 2- Having the final consolidation settlement of (20) cm, find the void ratio corresponding to 50% consolidation.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consolidation of Settlemint
04:
A) For the soil profile shown in Figure (4):
1- Find the final consolidation settlement
2-
Having the final consolidation settlement of (20) cm, find the void ratio
corresponding to 50% consolidation.
2 m
4 m
Surcharge Aq, 100 kPa
Clay
Y = 18 kN/m²
Ysat = 18.5 kN/m³
e=0.8
Ce=0.2
Sand
V
W.T.L
Fig.(4)
Transcribed Image Text:04: A) For the soil profile shown in Figure (4): 1- Find the final consolidation settlement 2- Having the final consolidation settlement of (20) cm, find the void ratio corresponding to 50% consolidation. 2 m 4 m Surcharge Aq, 100 kPa Clay Y = 18 kN/m² Ysat = 18.5 kN/m³ e=0.8 Ce=0.2 Sand V W.T.L Fig.(4)
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