Failure Process after Peak Strength of Artificial Joints by Fractal Dimension
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
http://link.springer.com/content/pdf/10.1007/s10706-007-9135-6.pdf
Reference10 articles.
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
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