Sentence examples for behavior of single piles from inspiring English sources

The influence of several parameters on the transient behavior of single piles is investigated through numerical examples.

On the basis of the test results, a simple numerical method is implemented for predicting the behavior of single piles under lateral spreading.

The study revealed that the behavior of single piles under uplift loading depends mainly on both the pile embedment depth-to-diameter ratio and the soil properties.

Although fairly reliable methods are developed to predicate the lateral behavior of single piles, the lateral response of pile groups has attracted less attention due to the required high cost and complication implication.

Parametric analyses have been performed on the working behavior of single pile with varying slopes and section sizes under different load levels.

Stochastic methods have previously been developed to verify the reliability of single piles.

The objective of this paper is to evaluate the influence of this interaction on both bearing capacity and stiffness of single piles and pile groups.

As helical piles spacing increased, the maximum upward movement is approximated to that of single piles.

Pile spacing of (s = 2D 5D) provides low f m which means that the large effect of group action occurred in this case and the pile within group have no similar behavior compared with behavior of single isolated pile.

The maximum upward movement of helical piles group is less than that of single pile.

The analysis consists of modeling of single pile and pile cap using linear-elastic model with 15-node wedge elements.