Q5): For the soil profile shown in figure, the piezometer reading at point (A) at time (t) after fill application is (0.5)m above the ground surface. a): Find the degree of consolidation at time t. b): Find the average degree of consolidation at time (t). c): Find the settlement at time (t). d): find the final void ratio at the end of consolidation. Als = 100 kn/m² E1.01 111111 Sand El.-34 El.-6 -- Sand Clay e.= 0.81 Ce = 0.1 El.-10 X=15 kv/m³ Rock. X=17 kN/m²³ X=18 kN/m² O.C.R=1.2 Cr= 0.02 Cv= 1.5 m² /yr 폴 El.-8 A. 73.77 .m -0.5 Piez.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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شمل
Q5):
For the soil profile shown in figure, the
piezometer reading at point (A) at time
(t) after fill application is (0.5)m above
the ground surface.
a): Find the degree of consolidation at time t.
b): Find the average degree of consolidation
at time (t).
c): Find the settlement at time (t).
d): find the final void ratio at the end of
consolidation.
A9s = 100 kn/m²
E1.01 11
Sand
--
El.-34
El.-6
Sand
Clay
e.= 0.81
Ce = 0.1
El.-10
+
Rock.
X=15 kv/m³
X=17 kN/m²³
X=18 kN/m2
O.C.R=1.2
Cr= 0.02
Cv= 1.5 m² /yr
폴
El.-8
A.
73.77
·m
-0.5
Piez.
Transcribed Image Text:Q5): For the soil profile shown in figure, the piezometer reading at point (A) at time (t) after fill application is (0.5)m above the ground surface. a): Find the degree of consolidation at time t. b): Find the average degree of consolidation at time (t). c): Find the settlement at time (t). d): find the final void ratio at the end of consolidation. A9s = 100 kn/m² E1.01 11 Sand -- El.-34 El.-6 Sand Clay e.= 0.81 Ce = 0.1 El.-10 + Rock. X=15 kv/m³ X=17 kN/m²³ X=18 kN/m2 O.C.R=1.2 Cr= 0.02 Cv= 1.5 m² /yr 폴 El.-8 A. 73.77 ·m -0.5 Piez.
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