Sentence examples for pile penetration from inspiring English sources

This paper presents an enhanced platform for large deformation analyses which considers the effect of grain breakage during pile penetration in silica sand.

The concept of a PPT, Pile Penetration Test, has been developed to apply this feature to improving the efficiency of piling work and foundation design.

Finally, two numerical examples with large deformation are simulated: (1) cavity expansion, and (2) pile penetration; and their results are analyzed.

The proposed findings demonstrate the capability of this numerical platform to proper design of pile foundation in sandy soils and highlight the interplay between stress dilatancy and grain breakage mechanisms during pile penetration processes.

Based on the theoretical deduction and numerical calculation of the hydrostatic pile, the mechanism of the pile penetration mechanism and its influence on the surrounding soil environment are summarized.

General design equations are developed and presented in a graphical form to provide: (a) depth of pile penetration; (b) maximum bending moment on the wall; and (c) force in the anchor rod.

The results of the IFR indicate that all the piles penetrated under partially-plugged or unplugged state producing smaller penetration resistance than a similar closed-ended pile.

Figure 10a, b show the measured soil plug height, h and corrected soil plug height, h cor versus penetration depth, H respectively. Figure 10a, b indicate that the non-sleeved piles penetrate closer to unplugged state than the sleeved piles.

Figure 7 indicates that the thick-walled piles produce larger penetration resistance than thin-walled piles (by comparing the piles of 2.0 and 4.0 mm of wall thickness, t), which can be attributed to larger annular area (see Table 2).

It all comes down to penetration.

Recently, large deformation frictional contact has been used to model the pile installation and cone penetration processes.