A square column foundation with base of 1.40 m is shown in the figure. It carries an axial load of 468 kN and has its bottom. resting on the ground water table located h1 = 1.4 m. below the ground surface. h2 0.8 m and h3 = 2.4 m. Compute the settlement of the clay layer in millimeter caused by primary consolidation if the preconsolidation = pressure of the clay is 98 KPa. |P * h1 h3 + ELL ELL ECC EEEEEE -Dry Sand Wet Sand Clay 1 ELI ELI LIEFIE LIELILE
A square column foundation with base of 1.40 m is shown in the figure. It carries an axial load of 468 kN and has its bottom. resting on the ground water table located h1 = 1.4 m. below the ground surface. h2 0.8 m and h3 = 2.4 m. Compute the settlement of the clay layer in millimeter caused by primary consolidation if the preconsolidation = pressure of the clay is 98 KPa. |P * h1 h3 + ELL ELL ECC EEEEEE -Dry Sand Wet Sand Clay 1 ELI ELI LIEFIE LIELILE
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.7P
Related questions
Question
![Soil Properties:
Unit Weight of Dry Sand = 15.7 KN/m3
Saturated Unit Weight of Sand = 19.7
KN/m3
Saturated Unit Weight of Clay = 18.8
KN/m3
Compression Index = 0.240
Void Ratio of Clay = 0.61
Swell Index = 1/5Cc](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F188d1b3f-7cf7-4fc4-bd51-ea492bbfce85%2Fb14040ee-f128-4992-a351-adfa8f28d527%2Fj28maja_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Soil Properties:
Unit Weight of Dry Sand = 15.7 KN/m3
Saturated Unit Weight of Sand = 19.7
KN/m3
Saturated Unit Weight of Clay = 18.8
KN/m3
Compression Index = 0.240
Void Ratio of Clay = 0.61
Swell Index = 1/5Cc
![A square column foundation with base of
1.40 m is shown in the figure. It carries an
axial load of 468 kN and has its bottom.
resting on the ground water table located
h1 = 1.4 m. below the ground surface. h2
= 0.8 m and h3 = 2.4 m. Compute the
settlement of the clay layer in millimeter
caused by primary consolidation if the
preconsolidation pressure of the clay is 98
KPa.
|P
*
h1
3
h3
+
1.1.1
ECCE
ELLET
ELEEEEE
- Dry Sand
Wet Sand
Clay
ELI
ELI
LELLFIE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F188d1b3f-7cf7-4fc4-bd51-ea492bbfce85%2Fb14040ee-f128-4992-a351-adfa8f28d527%2Fpkiyoof_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A square column foundation with base of
1.40 m is shown in the figure. It carries an
axial load of 468 kN and has its bottom.
resting on the ground water table located
h1 = 1.4 m. below the ground surface. h2
= 0.8 m and h3 = 2.4 m. Compute the
settlement of the clay layer in millimeter
caused by primary consolidation if the
preconsolidation pressure of the clay is 98
KPa.
|P
*
h1
3
h3
+
1.1.1
ECCE
ELLET
ELEEEEE
- Dry Sand
Wet Sand
Clay
ELI
ELI
LELLFIE
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 3 steps with 3 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781305081550/9781305081550_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781305081550/9781305081550_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning