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dc.contributor.authorNoh, J.
dc.contributor.authorLee, G.
dc.contributor.authorHirata, A.
dc.contributor.authorObara, Y.
dc.contributor.authorJang, Hyong Doo
dc.contributor.authorKang, Seong-Seung
dc.date.accessioned2019-06-17T05:41:22Z
dc.date.available2019-06-17T05:41:22Z
dc.date.issued2017
dc.identifier.citationNoh, J. and Lee, G. and Hirata, A. and Obara, Y. and Jang, H. and Kang, S.S. 2017. Characteristics of Eco-SB Support with Twisted Angles Using FLAC3D, in International Conference on New Developments in Rock Mechanics and Geotechnical Engineering (NDRMGE): Challenges and Innovations in Rock Mechanics and Engineering, May 10-13 2017, pp. 444-446. Jeju, Korea: International Society for Rock Mechanics ISRM.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/75765
dc.description.abstract

This study is to define the characteristics of Eco-SB according to the twisted angles as a multipurpose support which was developed to improve the bearing capacity of the ground. The changes in physical properties between Eco-SB and the ground by the pullout test were analyzed using the FLAC3D numerical analysis. The twisted angles of Eco-SB were varied from 0o to 60oat 10o intervals. From the results of the numerical analysis, the pullout load at 8 mm of displacement by the pullout test was 3.3 kN at the twisted angle of 0o, 7.0 kN of 10o, 7.4 kN of 20o, 7.2 kN of 30o, 8.3 kN of 40o, 11.5 kN of 50o and 18.3 kN of 60o. The pullout load showed almost the same value in the range of twisted angles 10o ~ 30o, and tendency to increase with the twisted angle generally. The maximum shear stress between Eco-SB and the ground was 16.8 kPa at the twisted angle of 0o, 86.7 kPa of 10o, 93.4 kPa of 20o, 85.4 kPa of 30o, 79.9 kPa of 40o, 118.9 kPa of 50o and 184.8 kPa of 60o. The maximum shear stress showed a sharp increase in the range of twisted angles 0o ~ 10o, a slight increase and decrease in the range of 10o ~ 40o and a sharp increase again in the range of 40o ~ 60o.

dc.titleCharacteristics of Eco-SB Support with Twisted Angles Using FLAC3D
dc.typeConference Paper
dcterms.source.startPage512
dcterms.source.endPage514
dcterms.source.conferenceISRM Specialized Conference YSRM 2017 & NDRMGE 2017 “Challenges and Innovations in Rock Mechanics and Engineering”
dcterms.source.conference-start-date11 May 2017
dcterms.source.conferencelocationJeju, Korea
dcterms.source.placeKorean Society for Rock Mechanics
dc.date.updated2019-06-17T05:41:19Z
curtin.departmentWASM: Minerals, Energy and Chemical Engineering
curtin.accessStatusOpen access
curtin.facultyFaculty of Science and Engineering
curtin.contributor.orcidJang, Hyong Doo [0000-0002-3978-5840]
dcterms.source.conference-end-date13 May 2017
curtin.contributor.scopusauthoridJang, Hyong Doo [55797412200]


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