If the clay is normally consolidated, estimate the primary consolidation settlement in inches.
If the clay is normally consolidated, estimate the primary consolidation settlement in inches.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![8. Due to uniformly distributed load on the ground surface, stress increase at the middle of the
clay layer is 4p = 1000 lblft2, H1 = 8 ft, H2 = 15 ft, and H3 =17 ft.
Sand:
d: Ydry = 110 pcf, Ysat
Clay: Ysat = 120 pcf, Cc =
15-4-
T
↓ ↓ ↓ ↓
Sand
115 pcf
0.36, eo = 0.9
clay
Sand Clay
If the clay is normally consolidated, estimate the primary consolidation settlement in inches.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F69039397-710a-4b3f-9727-4bd7ba283da1%2F347eac70-8ed3-4ac4-b603-eac1a1e1ed04%2Fgbo5hx_processed.jpeg&w=3840&q=75)
Transcribed Image Text:8. Due to uniformly distributed load on the ground surface, stress increase at the middle of the
clay layer is 4p = 1000 lblft2, H1 = 8 ft, H2 = 15 ft, and H3 =17 ft.
Sand:
d: Ydry = 110 pcf, Ysat
Clay: Ysat = 120 pcf, Cc =
15-4-
T
↓ ↓ ↓ ↓
Sand
115 pcf
0.36, eo = 0.9
clay
Sand Clay
If the clay is normally consolidated, estimate the primary consolidation settlement in inches.
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