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f11

Partial factors, Sets

M y

: > =

v1 y

, Yc =

v1 y

, and Ycu =

v1 y

Hence design values of material strengths are identical to their characteristic values, i.e. undrained strength of clay is cuk = 45 kPa, shearing resistance of

Hence design values of material strengths are identical to their characteristic values, i.e. undrained strength of clay is cuk = 45 kPa, shearing resistance of sand is ^k = 36 °, and effective cohesion of sand is c'k = 0kPa.

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