A 2 m wide square foundation is placed at a depth of 1.5 m, in a very thick homogeneous sand deposit where q. = 10 MN/m2 and y = 18.5 kN/m'. The stress level at the foun- dation 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?

A 2 m wide square foundation is placed at a depth of 1.5 m, in a very thick homogeneous sand deposit where q. = 10 MN/m2 and y = 18.5 kN/m'. The stress level at the foun- dation 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?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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