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dc.contributor.authorKang, S.
dc.contributor.authorNoh, J.
dc.contributor.authorJang, Hyong Doo
dc.date.accessioned2018-01-30T08:05:50Z
dc.date.available2018-01-30T08:05:50Z
dc.date.created2018-01-30T05:59:06Z
dc.date.issued2017
dc.identifier.citationKang, S. and Noh, J. and Jang, H.D. 2017. Support characteristics of eco-spiral pile with respect to twisting angle and ratio of borehole diameter to pile width. International Journal of Mining, Reclamation and Environment. 33 (4): pp. 265-285.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/61582
dc.identifier.doi10.1080/17480930.2017.1399007
dc.description.abstract

This study numerically analysed the characteristics of eco-spiral piles (Eco-SPs) as multi-purpose geotechnical supports. The behaviour of eco-spiral piles in the ground was studied with respect to their twisting angle and the ratio of borehole diameter to eco-spiral pile width using FLAC-3D based on the finite-difference method. A cement mortar grout was modelled to sustain the eco-spiral pile in a sandy soil. Relationships were found among the eco-spiral pile’s twisting angle, pull-out load and maximum shear stress. The results should aid the further design of the bolts for application in a range of circumstances.

dc.publisherTaylor & Francis
dc.titleSupport characteristics of eco-spiral pile with respect to twisting angle and ratio of borehole diameter to pile width
dc.typeJournal Article
dcterms.source.startPage1
dcterms.source.endPage21
dcterms.source.issn1748-0930
dcterms.source.titleInternational Journal of Mining, Reclamation and Environment
curtin.note

This is an Author's Original Manuscript of an article published by Taylor & Francis in International Journal of Mining, Reclamation and Environment on 13/11/2017 available online at http://www.tandfonline.com/10.1080/17480930.2017.1399007

curtin.departmentWASM: Minerals, Energy and Chemical Engineering (WASM-MECE)
curtin.accessStatusOpen access


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