Stability analysis of jointed rock slopes with the barton-bandis constitutive model in udec

International Journal of Rock Mechanics and Mining Sciences

Volumn 41, Issue SUPPL. 1, 2004, Pages

  Choi, Sung O ^a   Chung, So Keul ^a  

^a Korea Institute of Geosceince and Mineral Resources   (South Korea)

Author keywords

Barton Bandis model; Dilation angle; Distinct element simulation; Joint constitutive equation; Mohr Coulomb model; Rock slope

Indexed keywords

COMPUTER SIMULATION; MATHEMATICAL MODELS; ROCKS;

DISTINCT ELEMENT SIMULATION; JOINT CONSTITUTIVE EQUATIONS;

ROCK MECHANICS;

DISCRETE ELEMENT METHOD; SHOTCRETE; SLOPE ANGLE; SLOPE STABILIZATION;

EID: 3042741913     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2004.03.103     Document Type: Article

References (11)

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2. Barton, N. & Bandis, S. 1982, Effects of block size on the shear behaviour of jointed rock, Keynote Lecture, Proc. 23rd U.S. Symp. On Rock Mech., pp.739-760.
3. Barton, N. & Bandis, S 1990, Review of predictive capabilities of JRC-JCS model in engineering practice, Proc. Int. Symp. On Rock Joints, Norway, pp.603-610.
4. Barton, N. & Choubey 1977, The shear strength of rock joints in theory and practice, Rock Mechanics (1/2): pp.1-54.
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7. ISRM 1981, Rock characterization testing and monitoring: ISRM Suggested Methods (ed. By Brown, E. T.), Pergamon Press.
8. Itasca Consulting Group, Inc. 1996, UDEC User's Manual, Ver. 3.0.
9. Kim, J. D. & Kim, J. H. 1998, Interpretation of fracture network in rock mass using borehole wall image, J. of Korean Society for Rock Mechanics 8(4): pp.342-350.
10. Korea Highway Coopertation Report No. Soil-16 1998, Stability of large excavated slope.
11. Korean Society for Rock Mechanics 1998, Techniques for site investigatin and tests, 795p.