On Pile Foundation Behaviour

1. Introduction

The behaviour of pile foundation behaviour under transient conditions has received comparatively little attention in the literature. The governing differential equations are cast in dimensionless form and solved by wavelet transforms. The response varied almost linearly over 7 orders of magnitude of the controlling variable. Further experimental work is recommended to extend the conclusions to a wider range of conditions.

This full text was produced by the journal’s retrospective digitisation programme. Section headings follow the printed original.

2. Materials and Methods

The method is described in the printed article, of which the PDF galley is a faithful rendition.

3. Results and Discussion

Results are reported in full in the PDF, together with the figures and tables referenced above.

4. Conclusion

The reference list attached to this record is structured, and the article is deposited with a DOI so it can be cited exactly as it was in print.