A 5x 5 group piles of 0.4 m diameter displacement piles are to be constructed. The spacing between piles is 3D center to center. The thickness of the pile cup is 1.2 m and extends 0.5D from each side. The length of the piles is 20 m. The down word service load is 1000 ton. Use 2:1 method to compute the consolidation settlement under this load. Properties of the normally consolidated clay layer follows: 0 m. Depth of the clay layer from ground surface to rock layer is 30 m. e= 0.5, c = 0.2
A 5x 5 group piles of 0.4 m diameter displacement piles are to be constructed. The spacing between piles is 3D center to center. The thickness of the pile cup is 1.2 m and extends 0.5D from each side. The length of the piles is 20 m. The down word service load is 1000 ton. Use 2:1 method to compute the consolidation settlement under this load. Properties of the normally consolidated clay layer follows: 0 m. Depth of the clay layer from ground surface to rock layer is 30 m. e= 0.5, c = 0.2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:A 5 x 5 group piles of 0.4 m diameter displacement piles are to be constructed. The spacing between
piles is 3D center to center. The thickness of the pile cup is 1.2 m and extends 0.5D from each side. The
length of the piles is 20 m. The down word service load is 1000 ton. Use 2:1 method to compute the
consolidation settlement under this load.
Properties of the normally consolidated clay layer follows:
Depth of the clay layer from ground surface to rock layer is 30 m.
e= 0.5, c = 0.2
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 2 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