Failure process after peak strength of artificial joints by fractal dimension

Geotechnical and Geological Engineering

Volumn 25, Issue 6, 2007, Pages 631-637

  Askari, M ^a   Ahmadi, M ^a  

^a TARBIAT MODARES UNIVERSITY   (Iran)

Author keywords

Artificial joint; Fractal dimension; Joint roughness coefficient; Residual state

Indexed keywords

FRACTAL DIMENSION; RESIDUAL STRESSES; ROCKS; SHEAR STRESS; SLOPE STABILITY; STRAIN;

ARTIFICIAL JOINT; JOINT ROUGHNESS COEFFICIENT; SHEAR TEST;

GEOTECHNICAL ENGINEERING;

DISPLACEMENT; FAILURE ANALYSIS; FRACTAL ANALYSIS; JOINT;

EID: 36649005764     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-007-9135-6     Document Type: Article

References (10)

1. Barton N (1973) Review of a new shear strength criterion for rock joints. Engng Geol 7:287-332
2. Goodman RE (1979) Methods of geological engineering in discontinuous rocks. West Publishing, New York
3. Haberfield CM, Johnson IW (1994) A mechanistically-based model for rough rock joints. Int J Rock Mech Min Sci Geomech Abstr 31:279-292
4. Hoek E, Bray JW (1981) Rock slope engineering. IMM, London
5. Patton FD (1966) Multiple model of shear failure in rock. Proceedings of the First Congress of ISRM, Lisbon, 509-513
6. Tse R, Cruden DM (1978) Estimating joint roughness coefficients. Int J Rock Mech & Min Sci 16:303-307
7. Yang ZY, HuangYM (1995) Post-peak shear behaviour of artificial joint. Mechanics of jointed and faulted rock. Balkema, Retterdam, pp 139-145
8. Yang ZY, Chiang DY (2000) An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities. Int J Rock Mech & Min Sci 37:1247-1259
9. Yang ZY, Yen KC (2001) The effect of asperity order on the roughness of rock joints. Int J Rock Mech & Min Sci 38:745-752
10. Yang ZY, Lo SC, Di CC (2001) Reassessing the joint roughness coefficient (JRC) estimation using Z2. Rock Mech Rock Engng 34(3):243-251