system primar e followings 50 kN/m? а) о — 150 kРа Sand Yt = 18.7 kN/m3 5 m b) o = 175 kPa c) o = 250 kPa Sand Ysat = 19.7 kN/m3 5 m Caly y = 9.7 kN/m3 Cc = 0.83(= 0.009LL – 10) 2 m e, = 1.1 Sand
system primar e followings 50 kN/m? а) о — 150 kРа Sand Yt = 18.7 kN/m3 5 m b) o = 175 kPa c) o = 250 kPa Sand Ysat = 19.7 kN/m3 5 m Caly y = 9.7 kN/m3 Cc = 0.83(= 0.009LL – 10) 2 m e, = 1.1 Sand
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Question 1 For the system shown below, determine the primary consolidation if C, = 0.05 for
the followings
50 kN/m?
а) о 3 150 kРа
Sand
5 m
Yt = 18.7 kN/m3
b) ор 3D 175 kРа
c) op =
250 kPa
Sand
Ysat =
19.7 kN/m3
5 m
Caly
Y = 9.7 kN/m³
Cc = 0.83(= 0.009LL – 10)
2 m
e, = 1.1
Sand](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ceee4d2-e6d7-4ea7-9157-ff8e8c3c7c52%2F4d0356b8-b115-42ab-8c59-08c494d7c5dc%2Fxq3i1p_processed.png&w=3840&q=75)
Transcribed Image Text:Question 1 For the system shown below, determine the primary consolidation if C, = 0.05 for
the followings
50 kN/m?
а) о 3 150 kРа
Sand
5 m
Yt = 18.7 kN/m3
b) ор 3D 175 kРа
c) op =
250 kPa
Sand
Ysat =
19.7 kN/m3
5 m
Caly
Y = 9.7 kN/m³
Cc = 0.83(= 0.009LL – 10)
2 m
e, = 1.1
Sand
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