Info

Bearing resistance

From overburden qu|t = Nq x Sq x a-'vkb = 196 kPa From cohesion qu|t = Ncx scx c'd = 0kPa

From self-weight qu|t = N^ x s^ x Ykx — = 179.2 kPa Total resistance qu|t = qu|t = 375.2 kPa qult

Design resistance q^d

375.2 kPa

Verification of bearing resistance

Utilization factor

GEO,3

qEd qRd

Design is not acceptable if utilization factor is > 100%

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