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Behaviour of Piled Strip Footings Subject to Concentrated Loads
Graphical results are presented for load taken by piles, maximum settlement and differential settlement, and maximum positive and negative bending moments, due to a typical pattern of concentrated loading applied to a smooth strip footing which is supported by piles beneath the loads, and rests on a very deep homogeneous isotropic soil mass. The results presented are for piles whose length/diameter ratio is 50, footings whose width is 5 pile diameters and an incompressible soil mass. Corrections for other pile length/diameter ratios, other footing widths and a soil Poisson's ratio of zero, are discussed. The effects of finite soil depth, another loading pattern and pile slip are also considered.
Behaviour of Piled Strip Footings Subject to Concentrated Loads
Graphical results are presented for load taken by piles, maximum settlement and differential settlement, and maximum positive and negative bending moments, due to a typical pattern of concentrated loading applied to a smooth strip footing which is supported by piles beneath the loads, and rests on a very deep homogeneous isotropic soil mass. The results presented are for piles whose length/diameter ratio is 50, footings whose width is 5 pile diameters and an incompressible soil mass. Corrections for other pile length/diameter ratios, other footing widths and a soil Poisson's ratio of zero, are discussed. The effects of finite soil depth, another loading pattern and pile slip are also considered.
Behaviour of Piled Strip Footings Subject to Concentrated Loads
T. J. Wiesner (author) / P. T. Brown (author)
1975
28 pages
Report
No indication
English
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