An 8 m thick clay layer is located between two layers of sand. Also there is a thin drainage layer within clay layer at a depth of 3 m from top. If a structure is constructed above clay layer, the time required in days to attain half the ultimate settlement is (Assume T, =u? is valid for whole range of consolidation.) 4 [Take C,= 4.2 x 10-2 mm2/s]
An 8 m thick clay layer is located between two layers of sand. Also there is a thin drainage layer within clay layer at a depth of 3 m from top. If a structure is constructed above clay layer, the time required in days to attain half the ultimate settlement is (Assume T, =u? is valid for whole range of consolidation.) 4 [Take C,= 4.2 x 10-2 mm2/s]
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.15P
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![An 8 m thick clay layer is located between two layers of sand. Also there is a thin drainage
layer within clay layer at a depth of 3 m from top. If a structure is constructed above clay
layer, the time required in days to attain half the ultimate settlement is
(Assume T, =
qu" is valid for whole range of consolidation.)
4
[Take C,= 4.2 × 10-2 mm²/s]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F154728cc-8b20-4367-8b25-03b470ceddcd%2F159a3ad3-7013-4d3e-aca2-94a35ab45e7b%2Fue918i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An 8 m thick clay layer is located between two layers of sand. Also there is a thin drainage
layer within clay layer at a depth of 3 m from top. If a structure is constructed above clay
layer, the time required in days to attain half the ultimate settlement is
(Assume T, =
qu" is valid for whole range of consolidation.)
4
[Take C,= 4.2 × 10-2 mm²/s]
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