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Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review

Abstract

Several field and model tests have been conducted to investigate the impact of pile installation on bearing capacity. However, little is known about how piles behave during installation, how they interact with the surrounding soil, and how this affects sandy soil properties. This review paper investigates the effect of pile driving on surrounding sandy soil as it compacts sandy soil near to the pile. For this purpose, various related literature was studied based on the observation of the pile installation effect on earth pressure or lateral stress, relative density, and pore water pressure in the sandy soil. A change in the deformation and stress state of surrounding sandy soil due to pile driving was presented. The installation of fully displacement piles can lead to significant stresses and deformations in the surrounding sandy soil. This is one of the main causes of uncertainty in the design and analysis of pile foundations. According to this study, the sandy soil around the pile is compacted during pile driving, resulting in lateral and upward displacement. This leads to the densification effect of pile driving on loose sandy soil. Sandy soil improvement with driven piles depends on pile shape, installation method, and pile driving sequences. This study concludes that in addition to its advantages of transferring superstructure load to deep strata, the increased relative density of loose sand, the change in the horizontal stress, and the influence of compaction on the sandy soil parameters during pile driving should be considered during pile design and analysis.

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Keywords

Details

Category:
Articles
Type:
artykuły w czasopismach
Published in:
Archives of Civil Engineering no. 68, pages 445 - 466,
ISSN: 1230-2945
Language:
English
Publication year:
2022
Bibliographic description:
Kabeta W. F.: Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review// Archives of Civil Engineering -Vol. 68,iss. 4 (2022), s.445-466
DOI:
Digital Object Identifier (open in new tab) 10.24425/ace.2022.143048
Sources of funding:
  • Free publication
Verified by:
Gdańsk University of Technology

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