3. Using peck-hensen equation find net safe bearing pressure below the foundation for the data shown in figure. Total permissible settlement is 40 mm. The SPT test is conducted at 1.5 m interval as shown in figure and the observed value of SPT number are 10,15,20 at the depth of 1.5 m, 3 m and 4.5 m respectively. The unit weight of the soil shown in the figure. [Take Y 10 kN/m³] = Q y = 18 kN/m³ 1.5 m y = 18 kN/m 1.5 m Ysat = 20 kN/m³ 1.5 m 3 m ¥ (
3. Using peck-hensen equation find net safe bearing pressure below the foundation for the data shown in figure. Total permissible settlement is 40 mm. The SPT test is conducted at 1.5 m interval as shown in figure and the observed value of SPT number are 10,15,20 at the depth of 1.5 m, 3 m and 4.5 m respectively. The unit weight of the soil shown in the figure. [Take Y 10 kN/m³] = Q y = 18 kN/m³ 1.5 m y = 18 kN/m 1.5 m Ysat = 20 kN/m³ 1.5 m 3 m ¥ (
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Try to solve ASAP
![3. Using peck-hensen equation find net safe
bearing pressure below the foundation for the
data shown in figure.
Total permissible settlement is 40 mm. The SPT
test is conducted at 1.5 m interval as shown in
figure and the observed value of SPT number
are 10,15,20 at the depth of 1.5 m, 3 m and
4.5 m respectively. The unit weight of the soil
shown in the figure. [Take Y 10 kN/m³]
Q
y = 18 kN/m³
1.5 m
y = 18 kN/m
1.5 m
3
Ysat = 20 kN/m³
1.5 m
K
3 m
¥
(](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcef2babb-a169-4ab7-a912-04d384256c30%2F150cfd62-c891-4e60-af2e-1d3f86a9372a%2Fc98y8l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Using peck-hensen equation find net safe
bearing pressure below the foundation for the
data shown in figure.
Total permissible settlement is 40 mm. The SPT
test is conducted at 1.5 m interval as shown in
figure and the observed value of SPT number
are 10,15,20 at the depth of 1.5 m, 3 m and
4.5 m respectively. The unit weight of the soil
shown in the figure. [Take Y 10 kN/m³]
Q
y = 18 kN/m³
1.5 m
y = 18 kN/m
1.5 m
3
Ysat = 20 kN/m³
1.5 m
K
3 m
¥
(
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 1 images
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
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning