Joint stiffness and deformation behaviour of discontinuous rock

Canadian International Petroleum Conference 2009, CIPC 2009

Volumn , Issue , 2009, Pages

  Nassir, M ^a   Settari, A ^a   Wan, R ^a  

^a UNIVERSITY OF CALGARY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FRACTURE; GASOLINE; NATURAL GAS WELL PRODUCTION; NATURAL GAS WELLS; PETROLEUM RESERVOIR ENGINEERING; ROCK MECHANICS; STIFFNESS; STIFFNESS MATRIX; STRESS-STRAIN CURVES; THERMOELECTRICITY; TIGHT GAS;

CONSTITUTIVE MATRICES; DEFORMATION BEHAVIOUR; EQUIVALENT STIFFNESS; FINITE ELEMENT TECHNIQUES; NATURALLY FRACTURE RESERVOIRS; RESERVOIR PERMEABILITY; STRENGTH AND DEFORMATION PROPERTIES; STRESS-SENSITIVE RESERVOIR;

ROCKS;

EID: 85086688025     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.2118/2009-059     Document Type: Conference Paper

References (27)

1. Amadei, B. and Saeb, S., "Constitutive models of rock joint." Rock Joints (Barton & Stephansson, eds.), Balkema, Rotterdam, (1990).
2. Archambault, G., Fortin, M., Gill, D. E., Aubertin, M. and Ladanyi, B., "Experimental investigation for an algorithm simulating the effect of variable normal stiffness on discontinuities shear strength." Proc. Int. Symp. on Rock Joints, Loen, Norway, Balema (1990).
3. Bandis, S. C., Lumsden, A. C. and Barton, N. R., "Fundamental of Rock Joint Deformation." Int. J. Rock Mech. and Min. Sci. & Gemech. Abstr. Vol. 20(6): 249-268 (1983).
4. Barton, N., "Review of a new shear-strength criterion for rock joints." Eng. Geo. Vol. 7(4): 287-332 (1973).
5. Barton, N. and Bandis, S., "Effects of block size on the shear behavior jointed rock". 23rd U.S. Symp. on Rock Mechanics, Berkeley, California, (1982).
6. Barton, N., Bandis, S. and K., B., "Strength, deformation and conductivity coupling of rock joints." int. J. Rock Mech. Min. Sci. & Gemech. Abstr. Vol. 22(3): 121-140 (1985).
7. Barton, N. and Choubey, V., "The shear strength of rock joint in theory and practice." Rock Mechanics Vol. 10: 1-54 (1977).
8. Boulon, M. and Nova, R., "Modeling of soil-structure interface behavior - A comparison between elastoplastic and rate type laws." Computers and Geomechanics Vol. 9: 21-46 (1990).
9. Clough, G. W. and Duncan, J. M., "Finite element analysis of retaining wall behavior." J. Soil Mech. Found. Div. Vol. 97(12): 1657-1673 (1971).
10. Cook, R. D., Malkus, D. S. and Plesha, M. E., "Concepts and applications of finite element analysis". New York, Wiley (1989).
11. Desai, C. S. and Fishman, K. L., "Constitutive models for rocks and discontinuities." Proc. 28th US Symp. on Rock Mechanics, Tucson, Arizona: 609-619 (1987).
12. Gerrard, C. M. and Pande, G. N., "Numerical modeling of reinforced jointed rock masses. I. Theory." Comput. Geotech. Vol. 1: 293-318 (1985).
13. Goodman, R. E. (1976). Methods of geological engineering in discontinuous rocks. San Francisco, West Publishing Company.
14. Hill, R., "Elastic properties of reinforced solids: some theoretical principles." J. Mech. Phys. Solids Vol. 11: 357-372 (1963).
15. Jaeger, J. C., "Friction of rock and stability of rock slopes." Geotechnique Vol. 21(2): 97-134 (1971).
16. Jing, L. (1990). Numerical modeling of jointed rock masses by distinct element method for two and three dimensional problems, Lulea University of Technology. Ph.D. Thesis.
17. Kulatilake, P. H. S. W., Fellow, A., Liang, J. and Gao, H., "Experimental and numerical simulation of jointed rock block strength under uniaxial loading." Journal of Engineering Mechanics Vol. 127(12) (2001).
18. Kulatilake, P. H. S. W. and Maama, B., "A new model for normal deformation of single fractures under compressive loading." ARMA/NARMS Vol. 4(511) (2004).
19. Ladanyi, B. and Archambault, G., "Simulation of shear behavior of a jointed rock mass." Proc. of the Symposium on Rock Mechanics, "Rock Mechanic - Theory and Practice", Berkeley, CA. Chapter 7: 105-125 (1969).
20. Mahin Roosta, R., Sadaghiani, M. H., Pak, A. and Saleh, Y., "Rock joint modeling using a visco-plastic multilaminate model at constant normal load condition." Geotechnical and Geological Engineering Vol. 24: 1449-1468 (2006).
21. Patton, F. D., "Multiple modes of shear failure in rock." Proc. First congress of Int. Soc. Rock Mech., Lisbon. Vol. 1: 509-513 (1966).
22. Plesha, M. E., "Constitutive model for rock discontinuities with dilatancy and surface degradation." Int. J. Num. Analy. Methods in Geomech. Vol. 11: 345-362 (1987).
23. Roberts, W. J. and Einstein, H. H., "Comprehensive model rock discontinuities." J. Geotech. Engng., Proc. ASCE Vol. 104: 553-569 (1978).
24. Seidel, J. P. and Haberfield, C. M., "The application of energy principles to the determination of sliding resistance of rock joints." Rock Mech. Rock Eng. Vol. 28(4): 211-226 (1995).
25. Singh, B., "Continuum characterization of jointed rock masses. Part I - The constitutive equations." Int. J. Rock Mech. Min. Sci. Geomech. Vol. 10: 311-335 (1973).
26. Swan, G., "Stiffness and associated joint properties of rock." Proc. Conf. on Applications of Rock Mechanics to Cut-and-Fill Mining, University of Lulea, Sweden (1980).
27. Walsh, J. B., "Effect of pore pressure and confining pressure on fracture permeability." Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. Vol. 18: 429-435 (1981).