New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand

Evelina Vaitkunaite; Lars Bo Ibsen; Benjaminn Nordahl Nielsen

New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand

Evelina Vaitkunaite, Lars Bo Ibsen, Benjaminn Nordahl Nielsen

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

8 Citationer (Scopus)

Abstract

This article presents a new testing rig for axially loaded bucket foundations. The medium-scale physical model gives the ability to examine the influence of axial tensile, compressive as well as cyclic loading on bucket foundations subjected to various levels of overburden stress. The properties of the test set-up allow long-term examination with more than 40 000 cycles. Tests can be done with specimens of up to one meter in diameter and one meter in skirt length. The overburden pressure can be as large as 70 kPa using a tight latex membrane which covers the specimen and the soil surface. In addition to the description of the rig, results from several monotonic tensile tests are presented.

Originalsprog	Engelsk
Titel	Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference
Antal sider	7
Vol/bind	2
Udgivelsessted	Busan, South Korea
Forlag	International Society of Offshore & Polar Engineers
Publikationsdato	2014
Sider	514-520
ISBN (Elektronisk)	978-1 880653 91-3
Status	Udgivet - 2014
Begivenhed	The Twenty-fourth International Ocean and Polar Engineering Conference - Busan, Sydkorea Varighed: 15 jun. 2014 → 20 jun. 2014 Konferencens nummer: 24

Konference

Konference	The Twenty-fourth International Ocean and Polar Engineering Conference
Nummer	24
Land/Område	Sydkorea
By	Busan
Periode	15/06/2014 → 20/06/2014

Navn	Proceedings of the International Offshore and Polar Engineering Conference
ISSN	1098-6189

Emneord

Bucket foundation
Laboratory testing
Dense sand
Tensile loading
Axial loading
Overburden pressure

AUB Link

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Citationsformater

Vaitkunaite, Evelina ; Ibsen, Lars Bo ; Nielsen, Benjaminn Nordahl. / New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand. Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference. Bind 2 Busan, South Korea : International Society of Offshore & Polar Engineers, 2014. s. 514-520 (Proceedings of the International Offshore and Polar Engineering Conference).

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title = "New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand",

abstract = "This article presents a new testing rig for axially loaded bucket foundations. The medium-scale physical model gives the ability to examine the influence of axial tensile, compressive as well as cyclic loading on bucket foundations subjected to various levels of overburden stress. The properties of the test set-up allow long-term examination with more than 40 000 cycles. Tests can be done with specimens of up to one meter in diameter and one meter in skirt length. The overburden pressure can be as large as 70 kPa using a tight latex membrane which covers the specimen and the soil surface. In addition to the description of the rig, results from several monotonic tensile tests are presented.",

keywords = "Bucket foundation, Laboratory testing, Dense sand, Tensile loading, Axial loading, Overburden pressure, Bucket foundation, Laboratory testing, Dense sand, Tensile loading, Axial loading, Overburden pressure",

author = "Evelina Vaitkunaite and Ibsen, {Lars Bo} and Nielsen, {Benjaminn Nordahl}",

year = "2014",

language = "English",

volume = "2",

series = "Proceedings of the International Offshore and Polar Engineering Conference",

publisher = "International Society of Offshore & Polar Engineers",

pages = "514--520",

booktitle = "Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference",

note = "The Twenty-fourth International Ocean and Polar Engineering Conference, ISOPE ; Conference date: 15-06-2014 Through 20-06-2014",

}

Vaitkunaite, E, Ibsen, LB & Nielsen, BN 2014, New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand. i Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference. bind 2, International Society of Offshore & Polar Engineers, Busan, South Korea, Proceedings of the International Offshore and Polar Engineering Conference, s. 514-520, The Twenty-fourth International Ocean and Polar Engineering Conference, Busan, Sydkorea, 15/06/2014.

New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand. / Vaitkunaite, Evelina; Ibsen, Lars Bo; Nielsen, Benjaminn Nordahl.
Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference. Bind 2 Busan, South Korea: International Society of Offshore & Polar Engineers, 2014. s. 514-520 (Proceedings of the International Offshore and Polar Engineering Conference).

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand

AU - Vaitkunaite, Evelina

AU - Ibsen, Lars Bo

AU - Nielsen, Benjaminn Nordahl

N1 - Conference code: 24

PY - 2014

Y1 - 2014

N2 - This article presents a new testing rig for axially loaded bucket foundations. The medium-scale physical model gives the ability to examine the influence of axial tensile, compressive as well as cyclic loading on bucket foundations subjected to various levels of overburden stress. The properties of the test set-up allow long-term examination with more than 40 000 cycles. Tests can be done with specimens of up to one meter in diameter and one meter in skirt length. The overburden pressure can be as large as 70 kPa using a tight latex membrane which covers the specimen and the soil surface. In addition to the description of the rig, results from several monotonic tensile tests are presented.

AB - This article presents a new testing rig for axially loaded bucket foundations. The medium-scale physical model gives the ability to examine the influence of axial tensile, compressive as well as cyclic loading on bucket foundations subjected to various levels of overburden stress. The properties of the test set-up allow long-term examination with more than 40 000 cycles. Tests can be done with specimens of up to one meter in diameter and one meter in skirt length. The overburden pressure can be as large as 70 kPa using a tight latex membrane which covers the specimen and the soil surface. In addition to the description of the rig, results from several monotonic tensile tests are presented.

KW - Bucket foundation

KW - Laboratory testing

KW - Dense sand

KW - Tensile loading

KW - Axial loading

KW - Overburden pressure

KW - Bucket foundation

KW - Laboratory testing

KW - Dense sand

KW - Tensile loading

KW - Axial loading

KW - Overburden pressure

M3 - Article in proceeding

VL - 2

T3 - Proceedings of the International Offshore and Polar Engineering Conference

SP - 514

EP - 520

BT - Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference

PB - International Society of Offshore & Polar Engineers

CY - Busan, South Korea

T2 - The Twenty-fourth International Ocean and Polar Engineering Conference

Y2 - 15 June 2014 through 20 June 2014

ER -

Vaitkunaite E, Ibsen LB, Nielsen BN. New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand. I Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference. Bind 2. Busan, South Korea: International Society of Offshore & Polar Engineers. 2014. s. 514-520. (Proceedings of the International Offshore and Polar Engineering Conference).

New Medium-Scale Laboratory Testing of Bucket Foundation Capacity in Sand

Abstract

Konference

Emneord

AUB Link

Fingeraftryk

Citationsformater