Shearing resistance during pile installation in sand-Reference-Cited by-同舟云学术

Shearing resistance during pile installation in sand

Published:2015-06 Issue:3 Volume:168 Page:227-235
ISSN:1353-2618
Container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering

Author:

Lim Jit Kheng¹,Lehane Barry¹

Affiliation:

1. School of Civil, Environmental and Mining Engineering, The University of Western Australia, Crawley, WA, Australia

Abstract

This paper examines the detailed stress changes recorded by surface stress transducers equipped on model piles during jacked installation of various piles at sand sites with different groundwater regimes and sand characteristics. Three separate types of shear stress–displacement characteristics are observed and these are explained using findings from existing laboratory and field-based studies on soil-pile–penetrometer interface friction. The findings advance understanding of factors influencing the shearing resistance developed during displacement pile installation in sand, which is an important consideration for pile driveability assessments.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/geng.14.00066

Reference45 articles.

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