A rectangular footing (4.67 x 4.45 m.) is placed 1.62 m. below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.22 meters and followed by clay for the next 5.85 meters. The force acting on the footing is 10,929 kN. Determine the settlement of the consolidating layer in mm. Assume a 2V:1H pressure diagram. Unit weight of sand = 16.6 kN/m3. Clay has the following properties: Unit weight = 18.6 kN/m3, Void ratio = 28, Liquid limit = 43. Round off to two decimal places.
A rectangular footing (4.67 x 4.45 m.) is placed 1.62 m. below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.22 meters and followed by clay for the next 5.85 meters. The force acting on the footing is 10,929 kN. Determine the settlement of the consolidating layer in mm. Assume a 2V:1H pressure diagram. Unit weight of sand = 16.6 kN/m3. Clay has the following properties: Unit weight = 18.6 kN/m3, Void ratio = 28, Liquid limit = 43. Round off to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
question 5
A rectangular footing (4.67 x 4.45 m.) is placed 1.62 m. below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.22 meters and followed by clay for the next 5.85 meters. The force acting on the footing is 10,929 kN. Determine the settlement of the consolidating layer in mm. Assume a 2V:1H pressure diagram. Unit weight of sand = 16.6 kN/m3. Clay has the following properties: Unit weight = 18.6 kN/m3, Void ratio = 28, Liquid limit = 43. Round off to two decimal places.
Expert Solution
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 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