-A footing is to be constructed 1.8 m below the ground surface as shown in figure 4(d). The base of the footing is 2.7 m x 2.7 m and it carries a total load of 1800 kN which includes the column load and weight of the footing. Compute the total expected settlement of the footing (consider only consolidation settlement) : 1.8 m 2.7 m Sand and Gravel Y = 20.2 kN/m 2.7 m WT Normally consolidated Clay e, = 1.2 Cc = 0.7 2.7 m Sand and Gravel
-A footing is to be constructed 1.8 m below the ground surface as shown in figure 4(d). The base of the footing is 2.7 m x 2.7 m and it carries a total load of 1800 kN which includes the column load and weight of the footing. Compute the total expected settlement of the footing (consider only consolidation settlement) : 1.8 m 2.7 m Sand and Gravel Y = 20.2 kN/m 2.7 m WT Normally consolidated Clay e, = 1.2 Cc = 0.7 2.7 m Sand and Gravel
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![: A footing is to be constructed 1.8 m below the ground surface as shown in figure 4(d). The base of
the footing is 2.7 m x 2.7 m and it carries a total load of 1800 kN which includes the column load
and weight of the footing. Compute the total expected settlement of the footing (consider only
consolidation settlement) :
1.8 m
2.7 m
Sand and Gravel
Y = 20.2 kN/m
2.7 m
V WT
bni
Normally consolidated Clay
e, = 1.2
Cc = 0.7
2.7 m
Sand and Gravel](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9cad10e5-4249-455f-93fd-8da648c5dcaa%2Fd0344e68-f901-4952-957f-8c528c096885%2Fmd8gcp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:: A footing is to be constructed 1.8 m below the ground surface as shown in figure 4(d). The base of
the footing is 2.7 m x 2.7 m and it carries a total load of 1800 kN which includes the column load
and weight of the footing. Compute the total expected settlement of the footing (consider only
consolidation settlement) :
1.8 m
2.7 m
Sand and Gravel
Y = 20.2 kN/m
2.7 m
V WT
bni
Normally consolidated Clay
e, = 1.2
Cc = 0.7
2.7 m
Sand and Gravel
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