Compressibililty: Consolidation and Settlement of Soil 500 kN 4m x 3m 3.5m Dry Sand Yary = 15 kN/m Sand V = 17 kN/m² 1.5m Clay = 19 kN/m Ysat 4.5m e. = 1.0 LL=50% 2. Find the total consolidation settlement of the clay 4 years after the completion of primary consolidation settlement. The time for the completion of the primary consolidation settlement is 3 years. Ca = 0.020 (E; = 18 MPa, Poisson's Ratio = 0.20, I = 1.0)
Compressibililty: Consolidation and Settlement of Soil 500 kN 4m x 3m 3.5m Dry Sand Yary = 15 kN/m Sand V = 17 kN/m² 1.5m Clay = 19 kN/m Ysat 4.5m e. = 1.0 LL=50% 2. Find the total consolidation settlement of the clay 4 years after the completion of primary consolidation settlement. The time for the completion of the primary consolidation settlement is 3 years. Ca = 0.020 (E; = 18 MPa, Poisson's Ratio = 0.20, I = 1.0)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
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Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.19P
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![Compressibililty: Consolidation and Settlement of Soil
500 kN
4m x 3m
3.5m
Dry Sand
= 15 kN/m
Yary
Sand
Y = 17 kN/m³
1.5m
Clay
= 19 kN/m
Ysat
e. = 1.0
LL = 50%
4.5m
2.
Find the total consolidation settlement of the clay 4 years after the completion of primary consolidation
settlement. The time for the completion of the primary consolidation settlement is 3 years. Ca = 0.020
(E; = 18 MPa, Poisson's Ratio = 0.20, I = 1.0)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fea24d990-480c-43f3-8ffd-2cd4a108179a%2Fb0bc5da2-8dab-40dc-952d-6d5f1b993798%2Ffrusvwse_processed.png&w=3840&q=75)
Transcribed Image Text:Compressibililty: Consolidation and Settlement of Soil
500 kN
4m x 3m
3.5m
Dry Sand
= 15 kN/m
Yary
Sand
Y = 17 kN/m³
1.5m
Clay
= 19 kN/m
Ysat
e. = 1.0
LL = 50%
4.5m
2.
Find the total consolidation settlement of the clay 4 years after the completion of primary consolidation
settlement. The time for the completion of the primary consolidation settlement is 3 years. Ca = 0.020
(E; = 18 MPa, Poisson's Ratio = 0.20, I = 1.0)
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