Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus

Alessandro Mandolini; Erdin Ibraim; Andrea Diambra

Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus

Alessandro Mandolini, Erdin Ibraim, Andrea Diambra

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

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Abstract

The results from an experimental campaign which aimed investigate the behaviour of fibre reinforced sand in the multiaxial stress space are shown in the present paper. Using the Hollow Cylinder Torsional Apparatus (HCTA), fibre reinforced samples have been subjected to probing stress paths with different orientation of principal stresses. The observed behaviour was found to be highly anisotropic and strength envelope in the multiaxial stress space will be for the first time provided for this type of material.

Original language	English
Title of host publication	Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium
Subtitle of host publication	Manchester, 30 June to 2 July 2014
Editors	C Lam, MA Syed
Pages	79-80
Number of pages	2
Publication status	Published - 2 Jul 2014

Keywords

Hollow Cylinder Torsional Apparatus
Hostun sand
Fibre Reinforced sand
Anisotropy
Fibre

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Proceeding 13th BGA Young Geotechnical Engineers’ Symposium, Manchester
This is the final published version of the article (version of record). It first appeared online via the University of Manchester at https://www.escholar.manchester.ac.uk/api/datastream?publicationPid=uk-ac-man-scw:230287&datastreamId=FULL-TEXT.PDF. Please refer to any applicable terms of use of the publisher.
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https://www.escholar.manchester.ac.uk/api/datastream?publicationPid=uk-ac-man-scw:230287&datastreamId=FULL-TEXT.PDF

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Professor Andrea Diambra
- Andrea.Diambrabristol.acuk
- School of Civil, Aerospace and Design Engineering - Professor of Geotechnical Engineering
- Cabot Institute for the Environment
- Earthquake and Geotechnical Engineering
Person: Academic , Member

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Mandolini, A., Ibraim, E., & Diambra, A. (2014). Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus. In C. Lam, & MA. Syed (Eds.), Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium: Manchester, 30 June to 2 July 2014 (pp. 79-80) https://www.escholar.manchester.ac.uk/api/datastream?publicationPid=uk-ac-man-scw:230287&datastreamId=FULL-TEXT.PDF

@inproceedings{0d3225ba0ed84bc3882dfe7aff4f647c,

title = "Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus",

abstract = "The results from an experimental campaign which aimed investigate the behaviour of fibre reinforced sand in the multiaxial stress space are shown in the present paper. Using the Hollow Cylinder Torsional Apparatus (HCTA), fibre reinforced samples have been subjected to probing stress paths with different orientation of principal stresses. The observed behaviour was found to be highly anisotropic and strength envelope in the multiaxial stress space will be for the first time provided for this type of material.",

keywords = "Hollow Cylinder Torsional Apparatus, Hostun sand, Fibre Reinforced sand, Anisotropy, Fibre",

author = "Alessandro Mandolini and Erdin Ibraim and Andrea Diambra",

year = "2014",

month = jul,

day = "2",

language = "English",

pages = "79--80",

editor = "C Lam and MA Syed",

booktitle = "Proceedings of the 13th BGA Young Geotechnical Engineers{\textquoteright} Symposium",

}

Mandolini, A, Ibraim, E & Diambra, A 2014, Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus. in C Lam & MA Syed (eds), Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium: Manchester, 30 June to 2 July 2014. pp. 79-80. <https://www.escholar.manchester.ac.uk/api/datastream?publicationPid=uk-ac-man-scw:230287&datastreamId=FULL-TEXT.PDF>

Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus. / Mandolini, Alessandro; Ibraim, Erdin ; Diambra, Andrea.
Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium: Manchester, 30 June to 2 July 2014. ed. / C Lam; MA Syed. 2014. p. 79-80.

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

TY - GEN

T1 - Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus

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AU - Ibraim, Erdin

AU - Diambra, Andrea

PY - 2014/7/2

Y1 - 2014/7/2

N2 - The results from an experimental campaign which aimed investigate the behaviour of fibre reinforced sand in the multiaxial stress space are shown in the present paper. Using the Hollow Cylinder Torsional Apparatus (HCTA), fibre reinforced samples have been subjected to probing stress paths with different orientation of principal stresses. The observed behaviour was found to be highly anisotropic and strength envelope in the multiaxial stress space will be for the first time provided for this type of material.

AB - The results from an experimental campaign which aimed investigate the behaviour of fibre reinforced sand in the multiaxial stress space are shown in the present paper. Using the Hollow Cylinder Torsional Apparatus (HCTA), fibre reinforced samples have been subjected to probing stress paths with different orientation of principal stresses. The observed behaviour was found to be highly anisotropic and strength envelope in the multiaxial stress space will be for the first time provided for this type of material.

KW - Hollow Cylinder Torsional Apparatus

KW - Hostun sand

KW - Fibre Reinforced sand

KW - Anisotropy

KW - Fibre

M3 - Conference Contribution (Conference Proceeding)

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EP - 80

BT - Proceedings of the 13th BGA Young Geotechnical Engineers’ Symposium

A2 - Lam, C

A2 - Syed, MA

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Strength anisotropy of fibre reinforced sands under generalised loading conditions using the Hollow Cylinder Torsional Apparatus

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Professor Andrea Diambra

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