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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/102526
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dc.contributor.authorTani, K.-
dc.contributor.authorTaheri, A.-
dc.contributor.authorOkada, T.-
dc.contributor.editorBurns, S.E.-
dc.contributor.editorMayne, P.W.-
dc.contributor.editorSantamariana, J.C.-
dc.date.issued2008-
dc.identifier.citationDeformation Characteristics of Geomaterials, 2008 / Burns, S.E., Mayne, P.W., Santamariana, J.C. (ed./s), vol.1, pp.869-874-
dc.identifier.isbn9059660633-
dc.identifier.isbn9781586039080-
dc.identifier.urihttp://hdl.handle.net/2440/102526-
dc.description.abstractTwo kinds of new in-situ triaxial test methods are presented to measure average stress-strain relationships frock masses. The one is a shallow test conducted on a large hollow cylindrical specimen prepared at or near the ground surface, while the other is a deep test conducted on a small cylindrical specimen prepared at the bottom of drill-hole. Some examples of the results of these in-situ triaxial tests are presented demonstrating successful evaluation of the deformation and strength characteristics of the rock masses in the field.-
dc.description.statementofresponsibilityK. Tani, A. Taheri, T Okada-
dc.language.isoen-
dc.publisherIOS Press-
dc.rightsCopyright status unknown-
dc.source.urihttp://apps.webofknowledge.com/InboundService.do?SID=S2KxIZrX1zifBap2CnF&product=WOS&UT=WOS:000276397400103&SrcApp=RID&DestFail=http://www.webofknowledge.com&Init=Yes&action=retrieve&SrcAuth=RID&customersID=RID&Func=Frame&IsProductCode=Yes&mode=FullRecord-
dc.subjecttriaxial test; filed test; in-situ; rock-
dc.titleIn-situ triaxial test method in shallow and deep ground-
dc.typeConference paper-
dc.contributor.conference4th International Symposium on Deformation Characteristics of Geomaterials (21 Sep 2008 - 24 Sep 2008 : Atlanta, USA)-
pubs.publication-statusPublished-
dc.identifier.orcidTaheri, A. [0000-0003-4176-5379]-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

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