Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1 m 7/8 D N₂ = 26 N₁ = 14.5 N₂ = 10.9 c=17.5 kN/m² Y=16.8 kN/m (2m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N = 30, N, 18.4, N., = 15.1 3 A There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m² Correct Option Water table correction factor applied for given condition is 0.75. Correct Option
Consider the given rectangular footing and soil having below mentioned properties: 1.5 m 1 m 7/8 D N₂ = 26 N₁ = 14.5 N₂ = 10.9 c=17.5 kN/m² Y=16.8 kN/m (2m x 3 m) = 19.5 kN/m Ysat 20 kN/m, c = 8 kPa N = 30, N, 18.4, N., = 15.1 3 A There is no effect of water table on net safe bearing capacity of pure clay. Correct Option B Water table occurrence at any depth below base of footing reduces the bearing capacity. C Ultimate bearing capacity of soil is 945.526 kN/m² Correct Option Water table correction factor applied for given condition is 0.75. Correct Option
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.12P
Related questions
Question
Please solve and provide all correct options
![Consider the given rectangular footing and soil having below mentioned
properties:
1.5 m
1 m
7/8
D
N₂ = 26
N₁ = 14.5
N₂ = 10.9
c=17.5 kN/m²
3
Y= 16.8 kN/m
(2 m x 3 m)
= 19.5 kN/m
Yat 20 kN/m, c = 8 kPa
N = 30, N, 18.4, N₁ = 15.1
A
There is no effect of water table on net safe bearing capacity of pure clay.
Correct Option
B
Water table occurrence at any depth below base of footing reduces the
bearing capacity.
C Ultimate bearing capacity of soil is 945.526 kN/m²
Correct Option
Water table correction factor applied for given condition is 0.75.
Correct Option](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb410a3e5-759f-46bf-af85-3091ae0c17f4%2F1333658e-6bf8-43c7-b935-d967dda3f9f9%2Fx4p3t3q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Consider the given rectangular footing and soil having below mentioned
properties:
1.5 m
1 m
7/8
D
N₂ = 26
N₁ = 14.5
N₂ = 10.9
c=17.5 kN/m²
3
Y= 16.8 kN/m
(2 m x 3 m)
= 19.5 kN/m
Yat 20 kN/m, c = 8 kPa
N = 30, N, 18.4, N₁ = 15.1
A
There is no effect of water table on net safe bearing capacity of pure clay.
Correct Option
B
Water table occurrence at any depth below base of footing reduces the
bearing capacity.
C Ultimate bearing capacity of soil is 945.526 kN/m²
Correct Option
Water table correction factor applied for given condition is 0.75.
Correct Option
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 2 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
![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
![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