Consider a 20 m long concrete pile with a cross-section of 0.407m x 0.407m fully embedded in sand. For the sand, given: unit weight, X = 18 kN/m³; and soil friction angle, += 35°. Using Meyerhof's method. Determine the ultimate point bearing Qp Consider a concrete pile in sand with a diameter equals to 0.407. The pile is 20 m long. Use K = 1.3 and '= 35, 8' = 0.8', X = 18 kN/m³. Compute the frictional resistance Q Consider the figure and the table below. Find the skin resistance Q, by the a method Depth AL Saturated clay Cab 25 kN/m² (m) (m) (kN/m²) (Table 12.11) Y=16 kN/m Groundwater 0-3 table F421 40 kN/m 7m Clay 3-10 Yeat 17 kN/m 10-20 3710 25 0.87 40 0.74 90 0.51 10m Clay 90 KN/m Y 18 kN/m Diameter = 457 mm
Consider a 20 m long concrete pile with a cross-section of 0.407m x 0.407m fully embedded in sand. For the sand, given: unit weight, X = 18 kN/m³; and soil friction angle, += 35°. Using Meyerhof's method. Determine the ultimate point bearing Qp Consider a concrete pile in sand with a diameter equals to 0.407. The pile is 20 m long. Use K = 1.3 and '= 35, 8' = 0.8', X = 18 kN/m³. Compute the frictional resistance Q Consider the figure and the table below. Find the skin resistance Q, by the a method Depth AL Saturated clay Cab 25 kN/m² (m) (m) (kN/m²) (Table 12.11) Y=16 kN/m Groundwater 0-3 table F421 40 kN/m 7m Clay 3-10 Yeat 17 kN/m 10-20 3710 25 0.87 40 0.74 90 0.51 10m Clay 90 KN/m Y 18 kN/m Diameter = 457 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Consider a 20 m long concrete pile with a cross-section of 0.407m x 0.407m fully
embedded in sand. For the sand, given: unit weight, X = 18 kN/m³; and soil friction angle,
+= 35°. Using Meyerhof's method. Determine the ultimate point bearing Qp
Consider a concrete pile in sand with a diameter equals to 0.407. The pile is 20 m long.
Use K = 1.3 and '= 35, 8' = 0.8', X = 18 kN/m³. Compute the frictional resistance Q
Consider the figure and the table below. Find the skin resistance Q, by the a method
Depth
AL
Saturated clay
Cab 25 kN/m²
(m)
(m)
(kN/m²)
(Table 12.11)
Y=16 kN/m
Groundwater
0-3
table
F421
40 kN/m
7m
Clay
3-10
Yeat
17 kN/m
10-20
3710
25
0.87
40
0.74
90
0.51
10m
Clay
90 KN/m
Y 18 kN/m
Diameter = 457 mm
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