Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table 45 ft 2V:1H Clay Clay (not to scale) Q₂ = 500 Kip Ao A0 (2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Cay Ysat = 115 lb/ft³ 48 ft = 0.82 Fa C₁ = 0.3 Ysat = 120 lb/ft³ € = 0.7 12 ft C₁ = 0.2 Ysat = 122 lb/ft³ 6te=0.75 C₂ = 0.25 Rock Pile group: L = 9 ft: B,= 6 ft
Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table 45 ft 2V:1H Clay Clay (not to scale) Q₂ = 500 Kip Ao A0 (2) - 3 ft 27 ft 21 ft (3) 40(3) 2V:IH 6 ft Cay Ysat = 115 lb/ft³ 48 ft = 0.82 Fa C₁ = 0.3 Ysat = 120 lb/ft³ € = 0.7 12 ft C₁ = 0.2 Ysat = 122 lb/ft³ 6te=0.75 C₂ = 0.25 Rock Pile group: L = 9 ft: B,= 6 ft
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter9: Pile Foundations
Section: Chapter Questions
Problem 9.30P
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![Determine the consolidation settlement of piles group shown below.
Sand
y = 105 lb/ft³
Groundwater
table
45 ft
2V:1H
Clay
Clay
(not to scale)
30 ft
Q₂ = 500 Kip
di
A
A0(2)
x 3 ft
27 ft
21 ft
(3 40(3)
2V:IH
6 ft
Cay
Ysat = 115 lb/ft³
48 ft = 0.82
C₁ = 0.3
Ysat = 120 lb/ft³
€ = 0.7
12 ft C = 0.2
Rock
Pile group: L = 9 ft: B,= 6 ft
Ysat = 122 lb/ft³
6te = 0.75
C₂ = 0.25](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fde52f9b4-cb8e-44e2-a990-0e03e878c734%2F98cb1c8d-8f14-4e45-a3c7-9565b9dc297c%2F2um02l7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the consolidation settlement of piles group shown below.
Sand
y = 105 lb/ft³
Groundwater
table
45 ft
2V:1H
Clay
Clay
(not to scale)
30 ft
Q₂ = 500 Kip
di
A
A0(2)
x 3 ft
27 ft
21 ft
(3 40(3)
2V:IH
6 ft
Cay
Ysat = 115 lb/ft³
48 ft = 0.82
C₁ = 0.3
Ysat = 120 lb/ft³
€ = 0.7
12 ft C = 0.2
Rock
Pile group: L = 9 ft: B,= 6 ft
Ysat = 122 lb/ft³
6te = 0.75
C₂ = 0.25
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