Please give the correct answer and do not copy answer from chegg because its wrong.Thank you. Check the total settlement of a group of pile as shown in Figure 1. The total allowable settlement isset not exceed 3% of the pile diameter and the overconsolidated ratio (OCR) of the clay is more than1. The groundwater table is located 15m beneath the ground level. The diameter of the pile, b is0.5m and the spacing between piles, s is 2m.The pile group is subjected to foundation load of5425kN. The laboratory testing data for the soil samples taken are as follows:At 5m, eo = 0.55, Cc = 0.32, C; = 0.09, o'o = 150kN/m?At 10m, eo = 0.55, Cc = 0.32, Cs = 0.09, o'o = 225kN/m2%3DAt 12m, eo = 0.55, Cc = 0.32, C; = 0.09, o'o = 300KN/m2%3D7m5mClay310mUnit weight = 18KN/m%3DFriction angle = 0degree2Cohesion = 100KN/m

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Check the total settlement of a group of pile as shown in Figure 1. The to set not exceed 3% of the pile diameter and the overconsolidated ratio (O

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.10P

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Question

Please give the correct answer and do not copy answer from chegg because its wrong.Thank you.

Check the total settlement of a group of pile as shown in Figure 1. The total allowable settlement is
set not exceed 3% of the pile diameter and the overconsolidated ratio (OCR) of the clay is more than
1. The groundwater table is located 15m beneath the ground level. The diameter of the pile, b is
0.5m and the spacing between piles, s is 2m.The pile group is subjected to foundation load of
5425kN. The laboratory testing data for the soil samples taken are as follows:
At 5m, eo = 0.55, Cc = 0.32, C; = 0.09, o'o = 150kN/m?
At 10m, eo = 0.55, Cc = 0.32, Cs = 0.09, o'o = 225kN/m2
%3D
At 12m, eo = 0.55, Cc = 0.32, C; = 0.09, o'o = 300KN/m2
%3D
7m
5m
Clay
3
10m
Unit weight = 18KN/m
%3D
Friction angle = 0
degree
2
Cohesion = 100KN/m

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Check the total settlement of a group of pile as shown in Figure 1. The total allowable settlement is set not exceed 3% of the pile diameter and the overconsolidated ratio (OCR) of the clay is more than 1. The groundwater table is located 15m beneath the ground level. The diameter of the pile, b is 0.5m and the spacing between piles, s is 2m.The pile group is subjected to foundation load of 5425KN. The laboratory testing data for the soil samples taken are as follows: At 5m, eo = 0.55, Cc = 0.32, C, = 0.09, ơ'o = 150KN/m? At 10m, eo = 0.55, Cc = 0.32, C; = 0.09, o'o = 225KN/m? At 12m, e, = 0.55, Cc = 0.32, C, = 0.09, oo = 300KN/m? 7m 5m Clay 10m Unit weight = 18kN/m Friction angle = 0 degree Cohesion = 100KN/m
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