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The mechanical device pushes down the required pile lengths by means of a castellated metal plate cut to the required pattern.
Exhaust air thermal storage capacity in multiple energy piles field configurations with varying soil conditions, distance between piles and pile lengths is analyzed.
To obtain the detailed information on the piled raft, a nonlinear three-dimensional finite element analysis with pile soil slip interface model was performed for various pile positions, pile numbers, pile lengths under the raft and different loading types.
This paper focuses on an analysis by the boundary element method (BEM) of the pile-to-pile interaction for pile groups with dissimilar piles of different pile lengths embedded in saturated poroelastic soil.
These analyses are repeated for all the bridge samples for various values of free pile lengths (possibly due to pier scour) to understand its effect on the barge impact performance of bridges.
Figure 34 relates the maximum upward movement of model pile groups to the maximum heave of soil surface (Spmax/Ssmax), plotted against the parameter (De2/H * L) for the specified tested soil taking into account the effect of pile spacing, pile lengths and diameters and the thickness of the expansive soil layer for helical piles with single and double helix plates.
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The influencing factors are analyzed according to the calculation result of effective pile length.
The effects of pile length and alignment on the attained ultimate load are experimentally investigated.
The pile length may be a maximum of about 60 metres (200 feet) but is usually much less.
The result shows that both the Poisson ratio of soil and pile diameter have impacted the effective pile length.
Moreover, the effects of parameters, such as pile length, pile number, raft thickness and load types, on the piled raft behavior are investigated.
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