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4. 0 - 5 2 . 8 I I I m J 50 . 51 . , IX 0 I s3L! \ ,L r',Section / Section 3 3 I0 I I s'. 0m. 5. The evaluation of weighted joint density requires small additional effort over currently adopted logging practices. The only additional work is to determine which angle interval the intersection between the observation plane (or drillhole) and each joint belongs. The angles chosen for the intervals between the joint and the drillhole should be familiar to most people and this should make the observations for wJd quick.
1, pp. 1-12. S. D. 414. Deere, D. , Peck, R. E. and Schmidt, B. (1970). Design of Tunnel Support Systems, High Res. , No. 339, pp. 26-33. L. B. (1996). Effect of Tunnel Size on Support Pressure, Technical Note, Int. Jr. Rock Mech. and Min. Sci. & Geomech. , Pergamon, Vol. 33, No. 7, pp. 749-755. Rose, D. (1982). Revising Terzaghi's Tunnel Rock Load Coefficients, Proc. Sym. , AIME, New York, pp. 953-960. Singh, Bhawani, Jethwa, J. L. and Dube, A. K. (1995). A Classification System for Support Pressure in Tunnels and Caverns, Jr.
R i g o r o u s a p p r o a c h e s o f d e s i g n s b a s e d on v a r i o u s p a r a i n e t e r s c o u l d lead to u n c e r t a i n results b e c a u s e o f u n c e r t a i n t i e s in o b t a i n i n g correct v a l u e s o f input p a r a m e t e r s at a given site o f tunnelling. R o c k m a s s c l a s s i f i c a t i o n s w h i c h do not i n v o l v e uncertain p a r a m e t e r s follo,a' the p h i l o s o p h y o f r e d u c i n g uncertainties. In t u n n e l l i n g , it is also i m p o r t a n t to assess the t u n n e l l i n g c o n d i t i o n s on w h i c h e x c a v a t i o n m e t h o d , s u p p o r t p r e s s u r e and t y p e o f s u p p o r t will d e p e n d significantly.