A 600 mm square prestressed concrete pile is to be driven to a depth of 18 m into the following soil profile. Groundwater table is at the depth 8 m below the surface. Using the Randolph and Murphy method, determine 1) What is the nominal skin friction capacity of the pile? 2) What is the nominal toe bearing capacity of the pile? 3) What is the allowable downward load capacity of the pile with a factor of safety of 3? 4) Is the pile primarily toe-bearing or frictional? Why Depth (m) Soil type Y (kN/m³) Su (kPa) 0-5 Clayey silt 17.0 35 5-10 Clayey silt 17.0 55 10-16 Clay 18.0 85 16-23 Clay 18.5 110
A 600 mm square prestressed concrete pile is to be driven to a depth of 18 m into the following soil profile. Groundwater table is at the depth 8 m below the surface. Using the Randolph and Murphy method, determine 1) What is the nominal skin friction capacity of the pile? 2) What is the nominal toe bearing capacity of the pile? 3) What is the allowable downward load capacity of the pile with a factor of safety of 3? 4) Is the pile primarily toe-bearing or frictional? Why Depth (m) Soil type Y (kN/m³) Su (kPa) 0-5 Clayey silt 17.0 35 5-10 Clayey silt 17.0 55 10-16 Clay 18.0 85 16-23 Clay 18.5 110
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 600 mm square prestressed concrete pile is to be driven to a depth of 18 m into the following
soil profile. Groundwater table is at the depth 8 m below the surface.
Using the Randolph and Murphy method, determine
1) What is the nominal skin friction capacity of the pile?
2) What is the nominal toe bearing capacity of the pile?
3) What is the allowable downward load capacity of the pile with a factor of safety of 3?
4) Is the pile primarily toe-bearing or frictional? Why
Depth (m)
Soil type
Y (KN/m³)
Su (kPa)
0-5
Clayey silt
17.0
35
5-10
Clayey silt
17.0
55
10-16
Clay
18.0
85
16-23
Clay
18.5
110](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F72c7e5dc-70f8-4a29-bee3-2c327753187c%2F4ef2badd-1b80-4006-8dbf-70945b6108be%2F7tt3xi6_processed.png&w=3840&q=75)
Transcribed Image Text:A 600 mm square prestressed concrete pile is to be driven to a depth of 18 m into the following
soil profile. Groundwater table is at the depth 8 m below the surface.
Using the Randolph and Murphy method, determine
1) What is the nominal skin friction capacity of the pile?
2) What is the nominal toe bearing capacity of the pile?
3) What is the allowable downward load capacity of the pile with a factor of safety of 3?
4) Is the pile primarily toe-bearing or frictional? Why
Depth (m)
Soil type
Y (KN/m³)
Su (kPa)
0-5
Clayey silt
17.0
35
5-10
Clayey silt
17.0
55
10-16
Clay
18.0
85
16-23
Clay
18.5
110
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