Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
11.24 Redo Problem 11.23 with the following: center-to-center spacing of piles = 762 mm, length of piles = 13.7 m, D = 305 mm, c̟ = 41.2 kN/m², ys = 19.24 kN/m², and FS = 3.

11.24 Redo Problem 11.23 with the following: center-to-center spacing of piles = 762 mm, length of piles = 13.7 m, D = 305 mm, c̟ = 41.2 kN/m², ys = 19.24 kN/m², and FS = 3.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
100%

Please answer 11.24

11.24 Redo Problem 11.23 with the following: center-to-center spacing of piles = 762 mm, length of piles = 13.7 m, D = 305 mm, c, = 41.2 kN/m², y = 19.24 kN/m², and FS = 3. 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. %3D
Transcribed Image Text:11.24 Redo Problem 11.23 with the following: center-to-center spacing of piles = 762 mm, length of piles = 13.7 m, D = 305 mm, c, = 41.2 kN/m², y = 19.24 kN/m², and FS = 3. 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. %3D
Table 11.10 Variation of a (interpo- lated values based on Terzaghi, Peck and Mesri, 1996) P. s0.1 0.2 0.3 1.00 0.92 0.4 0.6 0.8 1.0 1.2 0.82 0.74 0.62 0.54 0.48 0.42 1.4 1.6 0,40 0.38 0.36 0.35 1.8 2.0 2.4 2.8 0.34 0.34 Note: P, = atmospheric pressure - 100 kN/m² ΣΟ,-L,Β,CpN + Σ 2(L, + B )c, ΔL (11.121) Step 3. Compare the values obtained from Eqs. (11.120) and (11.121). The lower of the two values is Qgw)• 4B, = 1 8 5 4+ 2 LIB
Transcribed Image Text:Table 11.10 Variation of a (interpo- lated values based on Terzaghi, Peck and Mesri, 1996) P. s0.1 0.2 0.3 1.00 0.92 0.4 0.6 0.8 1.0 1.2 0.82 0.74 0.62 0.54 0.48 0.42 1.4 1.6 0,40 0.38 0.36 0.35 1.8 2.0 2.4 2.8 0.34 0.34 Note: P, = atmospheric pressure - 100 kN/m² ΣΟ,-L,Β,CpN + Σ 2(L, + B )c, ΔL (11.121) Step 3. Compare the values obtained from Eqs. (11.120) and (11.121). The lower of the two values is Qgw)• 4B, = 1 8 5 4+ 2 LIB
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Analysis of slopes
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
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS