DSpace
 

EPrints@IIT Delhi >
Faculty Research Publicatons  >
Civil Engineering >

Please use this identifier to cite or link to this item: http://eprint.iitd.ac.in/handle/2074/2438

Full metadata record

DC FieldValueLanguage
dc.contributor.authorRamamurthy, T-
dc.contributor.authorArora, V K-
dc.date.accessioned2007-01-12T10:46:59Z-
dc.date.available2007-01-12T10:46:59Z-
dc.date.issued1994-
dc.identifier.citationInternational Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 31(1), 9-22p.en
dc.identifier.urihttp://eprint.iitd.ac.in/dspace/handle/2074/2438-
dc.description.abstractMost of the rational approaches to the design of structures on or in a rock mass are based on the strength response of the rock mass. Realizing this important aspect, the present investigation was undertaken to understand the strength response of jointed rocks. The objective was achieved by simulating joints in intact isotropic rock cores in the laboratory. Three materials, namely, plaster of Paris, Jamrani sandstone and Agra sandstone were selected. The intact specimens of these materials provided a wide range of compressive strength (σci = 11.3−110MN/m2). A special technique was devised to develop joints varying in number and inclination. In all, about 250 uniaxial compressive strength (UCS) tests and 1300 triaxial tests on jointed and intact specimens of these materials were conducted. Based on this extensive experimentation, a joint factor Jf, has been evolved to account for the number of joints per metre length, inclination of the sliding joint and the shear strength along this joint. This factor is found to be uniquely related to the ratio of compressive strength of jointed rock to that of the intact rock irrespective of the type of rock. A strength criterion for jointed rocks is proposed and the parameters defining this criterion can be evolved simply by knowing the joint factor, compressive strength of intact rock and triaxial strength of intact specimens at two convenient confining pressures. The empirical relations developed have been verified with similar data for other jointed rocks and model materials.en
dc.format.extent474443 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoenen
dc.subjectrock massen
dc.subjectisotropic rock coresen
dc.subjectuniaxial compressive strengthen
dc.subjecttriaxial testsen
dc.subjectintact rock and triaxial strengthen
dc.titleStrength predictions for jointed rocks in confined and unconfined statesen
dc.typeArticleen
Appears in Collections:Civil Engineering

Files in This Item:

File Description SizeFormat
ramamurhystr94.pdf463.32 kBAdobe PDFView/Open
View Statistics

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback