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2. A 3 X 4 group pile that are square in cross section (356 mm 3 356 mm) as shown in the figure. The center-to- center spacing, d, of the piles is 889 mm. If Bg = 2.134 m, Lg = 3.023 m. Assume the piles act as a group (block). Find the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m 889 min 3. Consider a 3 X 4 group of concrete piles, each with diameter (D) of 0.356 m in a sand layer. If Se = 19.69 mm and d/D = 3. Determine the elastic settlement of the group. Clay c. 50.3 kN/m² Y = 17.6 kN/m³ Clay c=85.1 kN/m² Y 19.02 kN/m²

2. A 3 X 4 group pile that are square in cross section (356 mm 3 356 mm) as shown in the figure. The center-to- center spacing, d, of the piles is 889 mm. If Bg = 2.134 m, Lg = 3.023 m. Assume the piles act as a group (block). Find the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m 889 min 3. Consider a 3 X 4 group of concrete piles, each with diameter (D) of 0.356 m in a sand layer. If Se = 19.69 mm and d/D = 3. Determine the elastic settlement of the group. Clay c. 50.3 kN/m² Y = 17.6 kN/m³ Clay c=85.1 kN/m² Y 19.02 kN/m²

Structural Analysis
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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2. A 3 X 4 group pile that are square in cross section (356 mm 3 356 mm) as shown in the figure. The center-to- center spacing, d, of the piles is 889 mm. If Bg = 2.134 m, Lg = 3.023 m. Assume the piles act as a group (block). Find the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m 889 min 3. Consider a 3 X 4 group of concrete piles, each with diameter (D) of 0.356 m in a sand layer. If Se = 19.69 mm and d/D = 3. Determine the elastic settlement of the group. Clay c. 50.3 kN/m² Y = 17.6 kN/m³ Clay c=85.1 kN/m² Y 19.02 kN/m²
Transcribed Image Text:2. A 3 X 4 group pile that are square in cross section (356 mm 3 356 mm) as shown in the figure. The center-to- center spacing, d, of the piles is 889 mm. If Bg = 2.134 m, Lg = 3.023 m. Assume the piles act as a group (block). Find the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m 889 min 3. Consider a 3 X 4 group of concrete piles, each with diameter (D) of 0.356 m in a sand layer. If Se = 19.69 mm and d/D = 3. Determine the elastic settlement of the group. Clay c. 50.3 kN/m² Y = 17.6 kN/m³ Clay c=85.1 kN/m² Y 19.02 kN/m²
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