Q-f Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary consolidation of the clay. The bridge load imposes an approximate vertical stress increase at the center of the clay layer of 150 kPa. 9 m 1 m 1 m 12 MN Pier: 3 m x 10 m 3 m 5 m Dense sand e = 0.45 E' = 55 MPa v' = 0.35 $' = 36° Normally consolidated clay eo = 0.85 E' = 15 MPa Sand and gravel Cc = 0.3 (su) f = 40 kPa v' = 0.25, vμ = 0.45 c = 30°
Q-f Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary consolidation of the clay. The bridge load imposes an approximate vertical stress increase at the center of the clay layer of 150 kPa. 9 m 1 m 1 m 12 MN Pier: 3 m x 10 m 3 m 5 m Dense sand e = 0.45 E' = 55 MPa v' = 0.35 $' = 36° Normally consolidated clay eo = 0.85 E' = 15 MPa Sand and gravel Cc = 0.3 (su) f = 40 kPa v' = 0.25, vμ = 0.45 c = 30°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q-f
Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary
consolidation of the clay. The bridge load imposes an approximate vertical stress increase
at the center of the clay layer of 150 kPa.
9 m
1 m
1 m
12 MN
Pier: 3 m x 10 m
3 m
5 m
Dense sand
e = 0.45
E' = 55 MPa
v' = 0.35
$' = 36°
Normally consolidated clay
eo = 0.85
E' = 15 MPa
Sand and gravel
Cc = 0.3
(su) f = 40 kPa
v' = 0.25, vμ = 0.45 c = 30°](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc1afa372-397a-4591-bbd7-8c7bcf9712a9%2Fd813f603-c53d-4f36-b084-b50ca781ae32%2Fm6j5dwn_processed.png&w=3840&q=75)
Transcribed Image Text:Q-f
Calculate the settlement of the bridge pier shown in Fig. Q-f (page 3) due to primary
consolidation of the clay. The bridge load imposes an approximate vertical stress increase
at the center of the clay layer of 150 kPa.
9 m
1 m
1 m
12 MN
Pier: 3 m x 10 m
3 m
5 m
Dense sand
e = 0.45
E' = 55 MPa
v' = 0.35
$' = 36°
Normally consolidated clay
eo = 0.85
E' = 15 MPa
Sand and gravel
Cc = 0.3
(su) f = 40 kPa
v' = 0.25, vμ = 0.45 c = 30°
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