3 The plan of a group pile is shown in Figure P11.23. Assume that the piles are embedded in a saturated homogeneous clay having a c, = 86 kN/m². Given: diameter of piles (D) = 316 mm, center-to-center spacing of piles = 600 mm, and length of piles = 20 m. Find the allowable load-carrying capacity of the pile group. Use FS = 3.
3 The plan of a group pile is shown in Figure P11.23. Assume that the piles are embedded in a saturated homogeneous clay having a c, = 86 kN/m². Given: diameter of piles (D) = 316 mm, center-to-center spacing of piles = 600 mm, and length of piles = 20 m. Find the allowable load-carrying capacity of the pile group. Use FS = 3.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.20P: Figure 18.26a shows a pile. Let L = 20 m, D = 450 mm. Hf = 4m, f = 17.5 kN/m3, fill = 25. Determine...
Related questions
Question
Please answer 11.23
(Answer)
2846kN
![11.23 The plan of a group pile is shown in Figure P11.23. Assume that the piles are
embedded in a saturated homogeneous clay having a c, = 86 kN/m². Given:
diameter of piles (D) = 316 mm, center-to-center spacing of piles = 600 mm,
and length of piles = 20 m. Find the allowable load-carrying capacity of the pile
group. Use FS = 3.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2Fe7f032fe-e8b5-4b4e-92d1-8c8b2ee646fd%2F49rmjd5_processed.png&w=3840&q=75)
Transcribed Image Text:11.23 The plan of a group pile is shown in Figure P11.23. Assume that the piles are
embedded in a saturated homogeneous clay having a c, = 86 kN/m². Given:
diameter of piles (D) = 316 mm, center-to-center spacing of piles = 600 mm,
and length of piles = 20 m. Find the allowable load-carrying capacity of the pile
group. Use FS = 3.
![Table 11.10 Variation of a (interpo-
lated values based on Terzaghi, Peck
and Mesri, 1996)
P.
<0.1
1.00
0.2
0.92
0.82
0.3
0.4
0.74
0.62
0.54
0.48
0.6
0.8
1.0
1.2
0.42
1.4
0.40
1.6
0.38
0.36
0.35
1.8
2.0
2.4
0.34
2.8
0.34
Note: P. = atmospheric pressure
- 100 kN/m²](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2Fe7f032fe-e8b5-4b4e-92d1-8c8b2ee646fd%2Fuprb698_processed.png&w=3840&q=75)
Transcribed Image Text:Table 11.10 Variation of a (interpo-
lated values based on Terzaghi, Peck
and Mesri, 1996)
P.
<0.1
1.00
0.2
0.92
0.82
0.3
0.4
0.74
0.62
0.54
0.48
0.6
0.8
1.0
1.2
0.42
1.4
0.40
1.6
0.38
0.36
0.35
1.8
2.0
2.4
0.34
2.8
0.34
Note: P. = atmospheric pressure
- 100 kN/m²
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
![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