Sentence examples for pile resistance from inspiring English sources

However, there has been little research regarding pile resistance and there are few published case studies.

Some extra features of the enhanced platform are also discussed, such as: i) the effect of sand crushability on pile resistance and ii) the nonlinear relation of pile resistance to sand density.

When combined with the strain-dependent pile resistance, the method is therefore applicable to analysis of both the mainshock and subsequent aftershocks acting on the deformed slope.

Numerical modelling results are presented here to provide typical values of pile resistance, depending on the details of the heat exchange pipes.

Two case studies of single pile foundations were selected, and each uncertainty source was investigated to identify which are the most important and influential in the evaluation of vertical pile resistance under axial loading.

It was observed that the single pile resistance is mobilised rapidly at the start of a strong earthquake and that this and the permanent slope deformation are therefore strongly influenced by pile stiffness properties, pile spacing and the depth of the slip surface.

Pile design efficiency was improved by minimizing the discrepancy between design and field pile resistances through a proposed probability-based construction control method.

We present an approach using dynamic equations (e.g., Gates) and dynamic monitoring (e.g., PDA/CAPWAP) for estimating axial pile resistances.

This paper proposes a new method for designing laterally loaded piles – which avoids the large number of calculations for specific load cases and focuses instead on underlying system dynamics of vertical and lateral pile resistances and deflections to derive interaction relationships.

Accurately predicting pile shaft resistance when designing pile foundations is necessary for ensuring appropriate structural and serviceability performance.

Thus, there is a great difference between the calculation results under the different distributions of pile shaft resistance.