Q-1) A structure weighs (47000 KN including foundation) is to be constructed into the soil profile shown in Figure (1). Calculate: A. The final consolidation settlements below foundation center and edge. B. The time required for (20 mm) settlement to occur below foundation center.
Q-1) A structure weighs (47000 KN including foundation) is to be constructed into the soil profile shown in Figure (1). Calculate: A. The final consolidation settlements below foundation center and edge. B. The time required for (20 mm) settlement to occur below foundation center.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q-1) A structure weighs (47000 kN including foundation) is to be constructed into the
soil profile shown in Figure (1). Calculate:
A. The final consolidation settlements below foundation center and edge.
B. The time required for (20 mm) settlement to occur below foundation center.
Fig.1
3 m
7m
2 m
Sand
Y=17
Clay
20 m diameter
Y = 19 kN/m³
Y=20 kN/m³
c, = 0.1 m²/yr
Cc = 0.33
eo=0.8
Impervious Rock
V.T
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