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A 400 mm square prestressed concrete pile is to be driven 19 m into the soil profile shown in Figure 3. Compute the pile capacity through point bearing by Meyerhof's procedure and friction resistance using Equations (11.45), (11.46 using K = 1.5.8= 2/30') and (11.47) with a factor of safety 2.5. Sand: y=17.8 kN/m² Sand Q' = 32°; c'=0 Your = 18.2 kN/m³ 3 m 0' = 36° c'=0 16 m

A 400 mm square prestressed concrete pile is to be driven 19 m into the soil profile shown in Figure 3. Compute the pile capacity through point bearing by Meyerhof's procedure and friction resistance using Equations (11.45), (11.46 using K = 1.5.8= 2/30') and (11.47) with a factor of safety 2.5. Sand: y=17.8 kN/m² Sand Q' = 32°; c'=0 Your = 18.2 kN/m³ 3 m 0' = 36° c'=0 16 m

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Sheet-pile Walls
Section: Chapter Questions
Problem 18.1P: Refer to Figure 18.9. A cantilever sheet pile is driven into a granular soil where the water table...
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A 400 mm square prestressed concrete pile is to be driven 19 m into the soil profile shown in Figure 3. Compute the pile capacity through point bearing by Meyerhof's procedure and friction resistance using Equations (11.45), (11.46 using K = 1.5.8' = 2/30') and (11.47) with a factor of safety 2.5. Sand: y= 17.8 kN/m³ '=32°; c' = 0 3 m Sand Ysat = 18.2 kN/m³ ' = 36° c' = 0 16 m
Transcribed Image Text:A 400 mm square prestressed concrete pile is to be driven 19 m into the soil profile shown in Figure 3. Compute the pile capacity through point bearing by Meyerhof's procedure and friction resistance using Equations (11.45), (11.46 using K = 1.5.8' = 2/30') and (11.47) with a factor of safety 2.5. Sand: y= 17.8 kN/m³ '=32°; c' = 0 3 m Sand Ysat = 18.2 kN/m³ ' = 36° c' = 0 16 m
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