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Exact(15)
As helical piles spacing increased, the maximum upward movement is approximated to that of single piles.
Stochastic methods have previously been developed to verify the reliability of single piles.
The influence of several parameters on the transient behavior of single piles is investigated through numerical examples.
Numerical simulations of the transient dynamic response of single piles in homogenous soil under vertical loads are carried out by using the time domain boundary element method.
On the basis of the test results, a simple numerical method is implemented for predicting the behavior of single piles under lateral spreading.
The results from the analysis of single piles under pure lateral loads and combined vertical and lateral loads are presented in this paper.
Similar(45)
The maximum upward movement of helical piles group is less than that of single pile.
The ultimate load Q u of single pile was calculated to 6.3 MN from Fig. 7.
The analysis consists of modeling of single pile and pile cap using linear-elastic model with 15-node wedge elements.
Abbas [4] performed 3D finite-element analysis on the behaviour of single pile under lateral loadings in non-homogenous soils.
Based on a series of performance tests, experimental data of single pile-foundation heat exchanger are presented.
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