Instrumented double–wall pipe pile to study behavior of piles

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

This chapter documents the design and fabrication of an instrumented double-wall pipe pile that has been developed to study the effects of the installation process on the axial load capacity of driven pipe piles in sand. The chapter also describes the design of miniature pore pressure transducers, which were developed specially for the double-wall pile.

Original languageEnglish (US)
Title of host publicationSpringer Series in Geomechanics and Geoengineering
PublisherSpringer Verlag
Pages75-125
Number of pages51
Edition9783642131073
DOIs
StatePublished - 2011

Publication series

NameSpringer Series in Geomechanics and Geoengineering
Number9783642131073
ISSN (Print)1866-8755
ISSN (Electronic)1866-8763

Fingerprint

Piles
pile
pipe
Pipe
Pressure transducers
Axial loads
Pore pressure
transducer
pore pressure
Sand
Fabrication
sand
document
effect

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

Cite this

Iskander, M. (2011). Instrumented double–wall pipe pile to study behavior of piles. In Springer Series in Geomechanics and Geoengineering (9783642131073 ed., pp. 75-125). (Springer Series in Geomechanics and Geoengineering; No. 9783642131073). Springer Verlag. https://doi.org/10.1007/978-3-642-13108-0_5

Instrumented double–wall pipe pile to study behavior of piles. / Iskander, Magued.

Springer Series in Geomechanics and Geoengineering. 9783642131073. ed. Springer Verlag, 2011. p. 75-125 (Springer Series in Geomechanics and Geoengineering; No. 9783642131073).

Research output: Chapter in Book/Report/Conference proceedingChapter

Iskander, M 2011, Instrumented double–wall pipe pile to study behavior of piles. in Springer Series in Geomechanics and Geoengineering. 9783642131073 edn, Springer Series in Geomechanics and Geoengineering, no. 9783642131073, Springer Verlag, pp. 75-125. https://doi.org/10.1007/978-3-642-13108-0_5
Iskander M. Instrumented double–wall pipe pile to study behavior of piles. In Springer Series in Geomechanics and Geoengineering. 9783642131073 ed. Springer Verlag. 2011. p. 75-125. (Springer Series in Geomechanics and Geoengineering; 9783642131073). https://doi.org/10.1007/978-3-642-13108-0_5
Iskander, Magued. / Instrumented double–wall pipe pile to study behavior of piles. Springer Series in Geomechanics and Geoengineering. 9783642131073. ed. Springer Verlag, 2011. pp. 75-125 (Springer Series in Geomechanics and Geoengineering; 9783642131073).
@inbook{a0c2ebde78ac436fa6b9050969730de2,
title = "Instrumented double–wall pipe pile to study behavior of piles",
abstract = "This chapter documents the design and fabrication of an instrumented double-wall pipe pile that has been developed to study the effects of the installation process on the axial load capacity of driven pipe piles in sand. The chapter also describes the design of miniature pore pressure transducers, which were developed specially for the double-wall pile.",
author = "Magued Iskander",
year = "2011",
doi = "10.1007/978-3-642-13108-0_5",
language = "English (US)",
series = "Springer Series in Geomechanics and Geoengineering",
publisher = "Springer Verlag",
number = "9783642131073",
pages = "75--125",
booktitle = "Springer Series in Geomechanics and Geoengineering",
address = "Germany",
edition = "9783642131073",

}

TY - CHAP

T1 - Instrumented double–wall pipe pile to study behavior of piles

AU - Iskander, Magued

PY - 2011

Y1 - 2011

N2 - This chapter documents the design and fabrication of an instrumented double-wall pipe pile that has been developed to study the effects of the installation process on the axial load capacity of driven pipe piles in sand. The chapter also describes the design of miniature pore pressure transducers, which were developed specially for the double-wall pile.

AB - This chapter documents the design and fabrication of an instrumented double-wall pipe pile that has been developed to study the effects of the installation process on the axial load capacity of driven pipe piles in sand. The chapter also describes the design of miniature pore pressure transducers, which were developed specially for the double-wall pile.

UR - http://www.scopus.com/inward/record.url?scp=85028814576&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85028814576&partnerID=8YFLogxK

U2 - 10.1007/978-3-642-13108-0_5

DO - 10.1007/978-3-642-13108-0_5

M3 - Chapter

T3 - Springer Series in Geomechanics and Geoengineering

SP - 75

EP - 125

BT - Springer Series in Geomechanics and Geoengineering

PB - Springer Verlag

ER -