Proposed fill Fine to medium . sand (SW) Dr = 80%* Medium clay (CH) y = 100 lb/ft³ Cc/(1+ eo) = 0.18 Cy = 0.012 ft²/day y = 124 lb/ft³ 1 ft •B Y 120 lb/ft³ = y=123 lb/ft³ 11 ft Dense sand and gravel (SW). A -6 ft 12 ft 8 ft 40 ft
Proposed fill Fine to medium . sand (SW) Dr = 80%* Medium clay (CH) y = 100 lb/ft³ Cc/(1+ eo) = 0.18 Cy = 0.012 ft²/day y = 124 lb/ft³ 1 ft •B Y 120 lb/ft³ = y=123 lb/ft³ 11 ft Dense sand and gravel (SW). A -6 ft 12 ft 8 ft 40 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please find the ultimate consolidation for the sand and clay.

Transcribed Image Text:Proposed fill
Fine to medium
. sand (SW)
Dr = 80%*
Medium clay (CH)
y = 100 lb/ft³
Cc/(1+ eo) = 0.18
Cy = 0.012 ft²/day
y = 124 lb/ft³
1 ft
•B
Y 120 lb/ft³
=
y=123 lb/ft³
11 ft
Dense sand and gravel (SW).
A
-6 ft
12 ft
8 ft
40 ft
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