Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/60417
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dc.contributor.authorD. S. Kiefferen_US
dc.contributor.authorC. Leelasuksereeen_US
dc.contributor.authorG. G W Mustoeen_US
dc.date.accessioned2018-09-10T03:42:09Z-
dc.date.available2018-09-10T03:42:09Z-
dc.date.issued2008-11-01en_US
dc.identifier.issn0041414Xen_US
dc.identifier.other2-s2.0-57649205740en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=57649205740&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/60417-
dc.description.abstractThe TBM disc cutters are commonly used to cut hard blocks, however, litte is known regarding mechanisms in highly heterogeneous bouldery ground. Thus, a range of full-scale tests have been performed using a linear cutting machine at the Colorado School of Mines (CSM). In simulating full-scale rock cutting conditions, the Linear Cutting Machine (LCM) at the Earth Mechanics Institute of CSM is used. The LCM is proven effective in developing accurate performance estimates for different cutting tools. Laboratory tests performed on nine boulders included Unconfined Compressive Strength (UCS), Brazilian Tensile Strength (BTS), static elastic constants tests, and triaxial shear tests. The summary test results concentrates on behavioural modes exhibited by boulders embedded in the stiffest and softest sand grout matrices in order to emphasize basic differences with respect to the behaviour of blocks embedded in matrix materials of significantly different strength and stiffness.en_US
dc.subjectEngineeringen_US
dc.titleDiscs and bouldersen_US
dc.typeTrade Journalen_US
article.title.sourcetitleTunnels and Tunnelling Internationalen_US
article.stream.affiliationsTechnische Universitat Grazen_US
article.stream.affiliationsChiang Mai Universityen_US
article.stream.affiliationsColorado School of Minesen_US
Appears in Collections:CMUL: Journal Articles

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