Shearing resistance during pile installation in sand

Jit Kheng Lim; Barry Lehane

doi:10.1680/geng.14.00066

Shearing resistance during pile installation in sand

Jit Kheng Lim, Barry Lehane

Research output: Contribution to journal › Article › peer-review

7 Citations (Scopus)

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Abstract

© ICE Publishing: All rights reserved. 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.

Original language	English
Pages (from-to)	227-235
Journal	Proceedings of the Institution of Civil Engineers: Geotechnical Engineering
Volume	168
Issue number	3
DOIs	https://doi.org/10.1680/geng.14.00066
Publication status	Published - Jun 2015

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10.1680/geng.14.00066

Lim & Lehane, 2015 Shearing resistance during pile installation in sandLicence: CC BY-NC-ND

DP0878897 - Ageing of Pile Shaft Friction in Sand
Lehane, B. (Chief Investigator)
ARC Discovery Projects
1/01/08 → 31/12/10
Project: Research

Cite this

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title = "Shearing resistance during pile installation in sand",

abstract = "{\textcopyright} ICE Publishing: All rights reserved. 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.",

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AU - Lehane, Barry

PY - 2015/6

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AB - © ICE Publishing: All rights reserved. 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.

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DO - 10.1680/geng.14.00066

M3 - Article

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JO - Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

JF - Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

IS - 3

ER -

Shearing resistance during pile installation in sand

Abstract

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Projects

DP0878897 - Ageing of Pile Shaft Friction in Sand

Cite this