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in this video we will look at how settlement calculations are undertaken and practice take the following soil stratigraphy revealed by a site investigation we know there is a strata of soft normally consolidated soil that extends for a depth of 5 meters below stratum 1 the water table is located here and the architect wants to construct a three-story building on top of a raft foundation the size of the raft is such that the loading can be considered as one-dimensional that is there is no strain in the X direction and this assumption holds true except for the inns of the raft the geotechnical engineer is not concerned about the settlement of the sand as this will essentially be complete before the final finishes are applied to the building there is a concern however about the long-term consolidation settlement of the clay layer due to the stress transmitted through the raft to evaluate this an undisturbed sample recovered during the site investigation is subjected to an odometer test i
