A 2 m wide square foundation is placed at a depth of 1 5 m, in a very thick homogeneous sand deposit where q c 10 MN m 2 and 18 5 kN m 3 The stress level at the foundation is 140 kN m 2 Estimate the settlement in 25 years, using the method of Schmertmann et al Eq (9 30) How much of this settlement is due to creep Eq (9 30) 2 S C,CG 9)E Az

Question: A 2 m wide square foundation is placed at a depth of 1.5 m, in a very thick homogeneous sand deposit where q c =

A 2 m wide square foundation is placed at a depth of 1.5 m, in a very thick homogeneous sand deposit where q_c = 10 MN/m² and λ = 18.5 kN/m³. The stress level at the foundation is 140 kN/m². Estimate the settlement in 25 years, using the method of Schmertmann et al. [Eq. (9.30)]. How much of this settlement is due to creep?

Eq. (9.30)

2 S.= C,CG -9)とE Az

2 S.= C,CG -9)E Az

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