●●●Example: 25/1Consider a concrete pile that is0.305 m x 0.305 m in cross sectionplaced in sand. The pile is 15.2 mlong. The followingvariations of N60 with depth.are theEstimate Q, using:-Estimate Qf for the pile using:Meyerhof (1976) equationBriaud et al. (1985)-Meyerhof (1976) equationBriaud et al. (1985)-• Determine the allowable load-carrying capacity of the pilebased on Meyerhof's methodand Briaud's method. Use afactor of safety of 3.Depth below ground surface (m)1.53.04.56.07,59.010.512.013.515.016.518.019.521.0Neo81012141811172028293230.28

Answered: Image /qna-images/answer/603099b9-aff3-4adb-b34b-6f8596a709e1.jpg

Example: 25/1 • Consider a concrete pile that is 0.305 m x 0.305 m in cross section placed in sand. The pile is 15.2 m long. The following are the variations of N60 with depth. ● ● Estimate Q, using: - Meyerhof (1976) equation Briaud et al. (1985) • Estimate Qf for the pile using: Meyerhof (1976) equation Briaud et al. (1985) - • Determine the allowable load- carrying capacity of the pile based on Meyerhof's method and Briaud's method. Use a factor of safety of 3. Depth below ground surface (m) 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 18.0 19.5 21.0 Nee 8 10 9 12 14 18 11 17 20 28 29 32 30 28

Example: 25/1 • Consider a concrete pile that is 0.305 m x 0.305 m in cross section placed in sand. The pile is 15.2 m long. The following are the variations of N60 with depth. ● ● Estimate Q, using: - Meyerhof (1976) equation Briaud et al. (1985) • Estimate Qf for the pile using: Meyerhof (1976) equation Briaud et al. (1985) - • Determine the allowable load- carrying capacity of the pile based on Meyerhof's method and Briaud's method. Use a factor of safety of 3. Depth below ground surface (m) 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 18.0 19.5 21.0 Nee 8 10 9 12 14 18 11 17 20 28 29 32 30 28

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.

Question

●
●
●
Example: 25/1
Consider a concrete pile that is
0.305 m x 0.305 m in cross section
placed in sand. The pile is 15.2 m
long. The following
variations of N60 with depth.
are the
Estimate Q, using:
-
Estimate Qf for the pile using:
Meyerhof (1976) equation
Briaud et al. (1985)
-
Meyerhof (1976) equation
Briaud et al. (1985)
-
• Determine the allowable load-
carrying capacity of the pile
based on Meyerhof's method
and Briaud's method. Use a
factor of safety of 3.
Depth below ground surface (m)
1.5
3.0
4.5
6.0
7,5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
Neo
8
10
12
14
18
11
17
20
28
29
32
30.
28

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