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From the charts, the double sheet piles depth can be selected according to the needed condition.
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Pile depth is determined by the length of the fibres in the sliver.
Results indicated that a significant enhancement to the bearing capacity of single side micro-piles footing was documented with the increase of micro-piles depth.
Lateral displacement and bending moment distribution versus pile depth was similar in trend to those determined in this research.
When the vertical vibration was applied to the pile head, the maximum displacement of a pile generated by pile depth was calculated, and the results were compared.
The general pile behavior such as force displacement response and moment distributions along the pile depth show slight sensitivity to the subgrade reaction modulus at large displacements.
Open image in new window Fig. 16 Effect of axial load on the bending moment versus pile depth obtained from the FE model Abaqus/Cae and FD solutions by LPILE Open image in new window Fig. 17 Effect of axial load on the bending moment versus pile depth obtained from the FE model SAP2000 and FD solutions by LPILE.
The analysis of the pile group conducted in this study includes lateral pile displacement and lateral soil resistance with pile depth as well as the corresponding p y curves.
Figure 4 shows the maximum displacement by the pile depth of the approximate analytic solution and the numerical solution when the vertical vibration was applied to the pile head.
In this paper, the numerical model of the energy pile was built, and the effects of tube configuration, pile depth and operation mode on the thermal performance of the energy pile was researched using the model.
Open image in new window Fig. 9 Comparison between the bending moment versus pile depth obtained from the FE model Abaqus/Cae and FD solutions by LPILE for soft sand due to a lateral displacement of 2 cm.
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