Question: At a bridge site, the core drilling and testing has given the following data: RQD = 5 0 % . uniaxial compressive strength = 3

At a bridge site, the core drilling and testing has given the following data: RQD =50%.
uniaxial compressive strength =312 kg/cm2, joint spacing 0.30 m-lm, NJ =0.10, Calculate the bearing capacity of foundation rock by different methods.

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