Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study

Candra Irawan; Rudy Djamaluddin; I. Gusti Putu Raka; Priyo Suprobo; Gambiro

doi:10.18517/ijaseit.8.2.4343

Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study

Candra Irawan, Rudy Djamaluddin, I. Gusti Putu Raka, Faimun, Priyo Suprobo, Gambiro

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

14 Citations (Scopus)

Abstract

In this paper, further analysis from the result of spun pile test under reverse flexural load and combined with two levels constant axial load, 40 tons (0.08fc'Ag) and 80 tons (0.16fc'Ag) is presented. The analysis is related to the confinement behavior of the concrete section of pile using the low amount of spiral reinforcement. It was shown that the strain readings from the spiral reinforcement indicate a subtle contribution regarding the confinement mechanism of the hollow section of a pile. In addition, it was evident that spiral reinforcement seems to be compressed when the concrete section resists compression strain due to flexural load. The crushing of concrete at ultimate condition could also not be resisted by spiral reinforcement by any means.

Original language	English
Pages (from-to)	501-507
Number of pages	7
Journal	International Journal on Advanced Science, Engineering and Information Technology
Volume	8
Issue number	2
DOIs	https://doi.org/10.18517/ijaseit.8.2.4343
Publication status	Published - 2018

Keywords

Confinement behavior
Low amount of spiral reinforcement
Spun pile

Access to Document

10.18517/ijaseit.8.2.4343

Cite this

@article{126b1552fb114481bb7bf52a36817a88,

title = "Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study",

abstract = "In this paper, further analysis from the result of spun pile test under reverse flexural load and combined with two levels constant axial load, 40 tons (0.08fc'Ag) and 80 tons (0.16fc'Ag) is presented. The analysis is related to the confinement behavior of the concrete section of pile using the low amount of spiral reinforcement. It was shown that the strain readings from the spiral reinforcement indicate a subtle contribution regarding the confinement mechanism of the hollow section of a pile. In addition, it was evident that spiral reinforcement seems to be compressed when the concrete section resists compression strain due to flexural load. The crushing of concrete at ultimate condition could also not be resisted by spiral reinforcement by any means.",

keywords = "Confinement behavior, Low amount of spiral reinforcement, Spun pile",

author = "Candra Irawan and Rudy Djamaluddin and Raka, {I. Gusti Putu} and Faimun and Priyo Suprobo and Gambiro",

note = "Publisher Copyright: {\textcopyright} IJASEIT.",

year = "2018",

doi = "10.18517/ijaseit.8.2.4343",

language = "English",

volume = "8",

pages = "501--507",

journal = "International Journal on Advanced Science, Engineering and Information Technology",

issn = "2088-5334",

publisher = "INSIGHT - Indonesian Society for Knowledge and Human Development",

number = "2",

}

TY - JOUR

T1 - Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study

AU - Irawan, Candra

AU - Djamaluddin, Rudy

AU - Raka, I. Gusti Putu

AU - Faimun,

AU - Suprobo, Priyo

AU - Gambiro,

N1 - Publisher Copyright: © IJASEIT.

PY - 2018

Y1 - 2018

N2 - In this paper, further analysis from the result of spun pile test under reverse flexural load and combined with two levels constant axial load, 40 tons (0.08fc'Ag) and 80 tons (0.16fc'Ag) is presented. The analysis is related to the confinement behavior of the concrete section of pile using the low amount of spiral reinforcement. It was shown that the strain readings from the spiral reinforcement indicate a subtle contribution regarding the confinement mechanism of the hollow section of a pile. In addition, it was evident that spiral reinforcement seems to be compressed when the concrete section resists compression strain due to flexural load. The crushing of concrete at ultimate condition could also not be resisted by spiral reinforcement by any means.

AB - In this paper, further analysis from the result of spun pile test under reverse flexural load and combined with two levels constant axial load, 40 tons (0.08fc'Ag) and 80 tons (0.16fc'Ag) is presented. The analysis is related to the confinement behavior of the concrete section of pile using the low amount of spiral reinforcement. It was shown that the strain readings from the spiral reinforcement indicate a subtle contribution regarding the confinement mechanism of the hollow section of a pile. In addition, it was evident that spiral reinforcement seems to be compressed when the concrete section resists compression strain due to flexural load. The crushing of concrete at ultimate condition could also not be resisted by spiral reinforcement by any means.

KW - Confinement behavior

KW - Low amount of spiral reinforcement

KW - Spun pile

UR - http://www.scopus.com/inward/record.url?scp=85046539288&partnerID=8YFLogxK

U2 - 10.18517/ijaseit.8.2.4343

DO - 10.18517/ijaseit.8.2.4343

M3 - Article

AN - SCOPUS:85046539288

SN - 2088-5334

VL - 8

SP - 501

EP - 507

JO - International Journal on Advanced Science, Engineering and Information Technology

JF - International Journal on Advanced Science, Engineering and Information Technology

IS - 2

ER -

Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study

Abstract

Keywords

Access to Document

Other files and links

Fingerprint

Cite this