FDE 014: The pile group shown consists of 12 piles, each 0.36m in diameter arranged 3 x 4 matrix. The pile penetrates a soft clay (L₁ = 3m, Cu1 = 56kPa), a medium dense clay (L2 = 5m, cu2 = 78kPa), and a stiff clay (L3= 4m, Cu3 -95kPa). Assume Nc-9 and use á- 1 for soft and medium dense clay, á-0.5 for stiff clay. FS = 3.1⁹0.8m 0.8m 0.3mCompute the safe center-to-center spacing of the piles for 100% efficiency.Select the correct response:175 mm251 mm197 mm138 mm0.8 m3.8

Given data: L1=3 mC1=56 kN/m2L2=5 mC2=78 kN/m2L3=4 mC3=95 kN/m2N=9 Dia of pile = 0.36 12 number of…

FDE 014: The pile group shown consists of 12 piles, each 0.36m in diameter arranged 3 x 4 matrix. The pile penetrates a soft clay (L₁ = 3m, Cu1 = 56kPa), a medium dense clay (L2 = 5m, Cu2 = 78kPa), and a stiff clay (L3 = 4m, Cu3- SkPa). Assume Nc-9 and use á-1 for soft and medium dense clay, á-0.5 for stiff clay. FS = 3. 1° 08m 08m 0.3m 0.8 m 3.8 in

FDE 014: The pile group shown consists of 12 piles, each 0.36m in diameter arranged 3 x 4 matrix. The pile penetrates a soft clay (L₁ = 3m, Cu1 = 56kPa), a medium dense clay (L2 = 5m, Cu2 = 78kPa), and a stiff clay (L3 = 4m, Cu3- SkPa). Assume Nc-9 and use á-1 for soft and medium dense clay, á-0.5 for stiff clay. FS = 3. 1° 08m 08m 0.3m 0.8 m 3.8 in

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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