Foundation BXL Df Ao Soil u, = Poisson's ratio E, = modulus of elasticity H %3D
Foundation BXL Df Ao Soil u, = Poisson's ratio E, = modulus of elasticity H %3D
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.12P
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Question
![Foundation
ВXL
Df
Δσ
Soil
H, = Poisson's ratio
E, = modulus of elasticity . H
Rock
Problem 5
A normally consolidated clay layer, 3m thick, has the following
properties:
Initial void ration, eo = 0.8
Compression Index, Cc = 0.25
Average effective pressure, o'o = 110 kPa
Expected pressure increase due to loading on ground surface = 40kPa
Secondary compression index, Ca = 0.02
Time for completion of primary settlement = 1.5 years
What is the total settlement of the clay layer five years after the completion of primary
consolidation settlement?
Cengage Learming 2014](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faa339406-847b-408f-91e2-ce6430d8416d%2Fac872642-fe23-4dec-85d6-ffee71e3a912%2Fbfqqdnxg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Foundation
ВXL
Df
Δσ
Soil
H, = Poisson's ratio
E, = modulus of elasticity . H
Rock
Problem 5
A normally consolidated clay layer, 3m thick, has the following
properties:
Initial void ration, eo = 0.8
Compression Index, Cc = 0.25
Average effective pressure, o'o = 110 kPa
Expected pressure increase due to loading on ground surface = 40kPa
Secondary compression index, Ca = 0.02
Time for completion of primary settlement = 1.5 years
What is the total settlement of the clay layer five years after the completion of primary
consolidation settlement?
Cengage Learming 2014
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