An Experimental Study on the Shear Performance of Fully Encapsulated Cable Bolts in Single Shear Test

Aziz, N; Rasekh, H; Mirzaghorbanali, A; Yang, G; Khaleghparast, S; Nemcik, J

An Experimental Study on the Shear Performance of Fully Encapsulated Cable Bolts in Single Shear Test

Aziz, N Rasekh, H

Mirzaghorbanali, A Yang, G Khaleghparast, S Nemcik, J

Permalink

Publisher:: Springer Science and Business Media LLC
Publication Type:: Journal Article
Citation:: Rock Mechanics and Rock Engineering, 2018, 51, (7), pp. 2207-2221
Issue Date:: 2018-07-01

Closed Access

	Filename	Description	Size
	s00603-018-1450-0.pdf	Published version	3.23 MB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Aziz, N
dc.contributor.author	Rasekh, H https://orcid.org/0000-0003-2064-0753
dc.contributor.author	Mirzaghorbanali, A
dc.contributor.author	Yang, G
dc.contributor.author	Khaleghparast, S
dc.contributor.author	Nemcik, J
dc.date.accessioned	2022-09-03T07:39:19Z
dc.date.available	2022-09-03T07:39:19Z
dc.date.issued	2018-07-01
dc.identifier.citation	Rock Mechanics and Rock Engineering, 2018, 51, (7), pp. 2207-2221
dc.identifier.issn	0723-2632
dc.identifier.issn	1434-453X
dc.identifier.uri	http://hdl.handle.net/10453/161270
dc.description.abstract	A set of single shear tests on fully encapsulated cable bolts was carried out using a newly developed and integrated Megabolt single shear apparatus. The instrument is designed to determine the pure shear strength of cable bolts where there is no contact between the host body faces during the shearing process. Eight different types of cable bolt were encapsulated in 40 MPa concrete cylinders, using Stratabinder HS grout. Prior to encapsulation, cable bolts were pretensioned at the desired value using a manual pretensioner. Effects of surface profile, pretension value and debonding on shear strength of cable bolts were investigated. It was found that the shear strength of spiral/indented cable bolts was lower than that of plain cable bolts. Increasing the pretension load decreased the peak shear load of cable bolts. In general, no debonding was observed for spiral/indented cable bolts during shear testing; however, all tested plain cable bolts were debonded.
dc.language	en
dc.publisher	Springer Science and Business Media LLC
dc.relation.ispartof	Rock Mechanics and Rock Engineering
dc.relation.isbasedon	10.1007/s00603-018-1450-0
dc.rights	info:eu-repo/semantics/closedAccess
dc.subject	0905 Civil Engineering, 0914 Resources Engineering and Extractive Metallurgy
dc.subject.classification	Geological & Geomatics Engineering
dc.title	An Experimental Study on the Shear Performance of Fully Encapsulated Cable Bolts in Single Shear Test
dc.type	Journal Article
utslib.citation.volume	51
utslib.for	0905 Civil Engineering
utslib.for	0914 Resources Engineering and Extractive Metallurgy
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access	*
dc.date.updated	2022-09-03T07:39:17Z
pubs.issue	7
pubs.publication-status	Published
pubs.volume	51
utslib.citation.issue	7

Abstract:

A set of single shear tests on fully encapsulated cable bolts was carried out using a newly developed and integrated Megabolt single shear apparatus. The instrument is designed to determine the pure shear strength of cable bolts where there is no contact between the host body faces during the shearing process. Eight different types of cable bolt were encapsulated in 40 MPa concrete cylinders, using Stratabinder HS grout. Prior to encapsulation, cable bolts were pretensioned at the desired value using a manual pretensioner. Effects of surface profile, pretension value and debonding on shear strength of cable bolts were investigated. It was found that the shear strength of spiral/indented cable bolts was lower than that of plain cable bolts. Increasing the pretension load decreased the peak shear load of cable bolts. In general, no debonding was observed for spiral/indented cable bolts during shear testing; however, all tested plain cable bolts were debonded.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/161270