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69 <br />an equilibrium condition is achieved <br />Verification of these principles and equations <br />and an illustration of their practical application is <br />presented in Chapter 3 <br />28 REFERENCES <br />AOr Barton N Coordinator for ISRM Commission on <br />34 Standardization of Laboratory and Field Tests <br />Suggested Methods for the Quantitative Description <br />of Discontinuities in Rock Masses International <br />Journal of Rock Mechanics and Minin Sciences <br />Vol 15 O Dec 197 pp 3193 <br />Barton N and Choubey B The Shear Strength of <br />Rock Joints in Theory and Practice Rock <br />Mechanics Vol 10 Nos 1 2 Dec 1977 pp <br />154 <br />Byerlee J D BrittleDuctile Transition in Rocks <br />14GeophsicalResearchVol73No <br />Journal of j <br />July 19 pp 474145U <br />Dight P M and Chiu H K Prediction of Shear Be <br />havior of Joints Using Profiles International <br />Journal of Rock Mechanics and Mining Sciences <br />Vol 18 No 5 Oct 1961 pp 369386 <br />Goodman R E The Mechanical Properties of Joints <br />Proceedings 3rd Congress of the International <br />Society for Rock Mechanics Vol 1 Part A Denver <br />1974 pp 127140 <br />Goodman R E Introduction to Rock Mechanics John <br />Wiley Sons New York 1980 7 p <br />Goodman R E Methods of Geological Engineering in <br />Discontinuous Rocks West Publishing Co St Paul <br />197 72 p <br />Horvath R G and Kenney T C Shaft Resistance of <br />RockSocketed Drilled Piers Proceedings <br />Symposium on Deep Foundations ASCE Atlanta 1979 <br />pp 182214