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Analysis According to CSN 73 1004

The solution is based on Czech standard CSN 73 1004, where the bearing capacity of foundation soil composed of rock or weak rock is given by the formula:

where:

σcd

-

uniaxial compressive strength of rock

r

-

base soil quality factor

p

-

discontinuity density factor

Note: Recommended values for r and p coefficients are given in Section 5.5.3.3

Literature:

CSN 73 1004 (July 2020)

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