Question: Question 7 b . 5 Marks Calculate the horizontal load carrying capacity of a free headed single concrete pile at the ground surface ( Q

Question 7b.
5 Marks
Calculate the horizontal load carrying capacity of a free headed single concrete pile at the ground surface (Q6),embedded in sandy bed using Matlock and Reese method for the following details:- a) pile's data: diameter =0.5m, length =20m, modulus of elasticity of the concrete pile =2.73107kPa; B) soil data: horizontal subgrade modulus of soil, 7h=12000kNm3. The total horizontal deflection permitted to this pile is 6% of pile's diameter. Take deflection coefficients at ground surface, A4=2.435,B5=1.623. The ground water table is up to the ground level. If the horizontal load acts at 0.3m above the ground surface, then what is the change in horizontal load carrying capacity of the pile?
Question 7 b . 5 Marks Calculate the horizontal

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