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From page 101... ...
Bls = diameter of a circle passing through the center of the longitudinal reinforcement. C = correlation factor relating point load strength to uniaxial compressive strength of rock; correlation coefficient relating uniaxial compressive strength to ultimate unit side resistance.
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From page 102... ...
Δrh = average height of asperities. GREEK SYMBOLS -- LOWERCASE α = ratio of design to ultimate unit side resistance; ratio of rock mass modulus to modulus of intact rock; empirical adhesion factor relating unit side resistance to uniaxial strength of intact rock.
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