A NEW CURVE FITTING METHOD FOR THE TRIAXIAL STRENGTH OF ROCKS. LARGE ROCK CAVERNS - PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM, HELSINKI, FINLAND, 25-28 AUGUST 1986. VOLUME 2
A new empirical criterion is proposed to describe the triaxial strength of rocks. According to this criterion, the Mohr failure envelopes of rocks are described by cycloidal curves. Application to published and laboratory determined triaxial test results shows that the criterion gives an upperbound curve fit to the triaxial strength Mohr failure circles of rocks. The method is easy and practical to use and is recommended for application to the design of underground openings. For the covering abstract of the symposium see IRRD 810647. (Author/TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0080340784
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Corporate Authors:
Pergamon Press, Incorporated
Headington Hill Hall
Oxford OX30BW, -
Authors:
- Turr, N
- DEARMAN, W R
- Publication Date: 1987
Media Info
- Features: References;
- Pagination: p. 1051-62
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Serial:
- Publication of: Pergamon Press Limited
- Publisher: Pergamon Press, Incorporated
Subject/Index Terms
- TRT Terms: Conferences; Rocks; Strength of materials; Structural design; Triaxial shear tests; Tunnels
- Uncontrolled Terms: Tunnel design
- Old TRIS Terms: Mohr failure theory
- ITRD Terms: 8525: Conference; 9011: Design (overall design); 3355: Engineering structure; 5520: Failure; 5541: Intrinsic curve; 4154: Rock; 5544: Strength (mater); 4372: Subterranean; 5566: Triaxial
- Subject Areas: Bridges and other structures; Geotechnology; Highways;
Filing Info
- Accession Number: 00476298
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- ISBN: 0-08-034078-4
- Files: ITRD, TRIS
- Created Date: Sep 30 1988 12:00AM