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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 />2.8 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. 319-3
<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 />1-54.
<br />Byerlee, J. D., "Brittle-Ductile Transition in Rocks,"
<br />14
<br />Geoph sical Research Vol. 73, No.
<br />Journal of j
<br />July 19 , pp. 4741-4'(5U.
<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. 369-386.
<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. 127-140.
<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 />Rock-Socketed Drilled Piers," Proceedings,
<br />Symposium on Deep Foundations, ASCE, Atlanta, 1979,
<br />pp. 182-214.
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