Installation of a reduced-scale pile group in silt.

Bryan A. McCabe; K. G. Gavin; M. E. Kennelly

doi:10.13025/18285

Installation of a reduced-scale pile group in silt.

Bryan A. McCabe
, K. G. Gavin
, M. E. Kennelly

Civil Engineering

Research output: Chapter in Book or Conference Publication/Proceeding › Conference Publication › peer-review

Abstract

This paper presents measurements of total stress and pore pressure made during and after the installation of a reduced scale group of five piles in a soft estuarine silt. The instrumentation includes pore pressure and lateral stress sensors on the shaft of the centre pile, in addition to pneumatic piezometers positioned in the ground both within and beyond the pile group perimeter. When examined in conjunction with other data from the same site, the results demonstrate the effect of multiple pile installations on the stress regime in the ground.

Original language	English (Ireland)
Title of host publication	2nd BGA International Conference on Foundations, Vol. 1
Place of Publication	Dundee
Publisher	IHS BRE Press
DOIs	https://doi.org/10.13025/18285
Publication status	Published - 1 Jan 2008

Access to Document

10.13025/18285Licence: CC BY-NC-ND

2008 [C] McCabe Gavin and Kennelly (BGA ICOF Dundee)Accepted author manuscript, 396 KBLicence: CC BY-NC-ND
2008 [C] McCabe Gavin and Kennelly (BGA ICOF Dundee)Accepted author manuscript, 396 KBLicence: CC BY-NC-ND

Cite this

@inproceedings{4c4642efef9b4cabbbcc1af770419fb0,

title = "Installation of a reduced-scale pile group in silt.",

abstract = "This paper presents measurements of total stress and pore pressure made during and after the installation of a reduced scale group of five piles in a soft estuarine silt. The instrumentation includes pore pressure and lateral stress sensors on the shaft of the centre pile, in addition to pneumatic piezometers positioned in the ground both within and beyond the pile group perimeter. When examined in conjunction with other data from the same site, the results demonstrate the effect of multiple pile installations on the stress regime in the ground.",

author = "McCabe, \{Bryan A.\} and Gavin, \{K. G.\} and Kennelly, \{M. E.\}",

year = "2008",

month = jan,

day = "1",

doi = "10.13025/18285",

language = "English (Ireland)",

booktitle = "2nd BGA International Conference on Foundations, Vol. 1",

publisher = "IHS BRE Press",

}

TY - GEN

T1 - Installation of a reduced-scale pile group in silt.

AU - McCabe, Bryan A.

AU - Gavin, K. G.

AU - Kennelly, M. E.

PY - 2008/1/1

Y1 - 2008/1/1

N2 - This paper presents measurements of total stress and pore pressure made during and after the installation of a reduced scale group of five piles in a soft estuarine silt. The instrumentation includes pore pressure and lateral stress sensors on the shaft of the centre pile, in addition to pneumatic piezometers positioned in the ground both within and beyond the pile group perimeter. When examined in conjunction with other data from the same site, the results demonstrate the effect of multiple pile installations on the stress regime in the ground.

AB - This paper presents measurements of total stress and pore pressure made during and after the installation of a reduced scale group of five piles in a soft estuarine silt. The instrumentation includes pore pressure and lateral stress sensors on the shaft of the centre pile, in addition to pneumatic piezometers positioned in the ground both within and beyond the pile group perimeter. When examined in conjunction with other data from the same site, the results demonstrate the effect of multiple pile installations on the stress regime in the ground.

UR - http://hdl.handle.net/10379/6362

U2 - 10.13025/18285

DO - 10.13025/18285

M3 - Conference Publication

BT - 2nd BGA International Conference on Foundations, Vol. 1

PB - IHS BRE Press

CY - Dundee

ER -

Installation of a reduced-scale pile group in silt.

Abstract

Access to Document

Other files and links

Fingerprint

Cite this