Energy234
Civil/Environmental
- Jan 12, 2022
- 2
A non specialist here. On one of my projects, the geotechnical engineer has predicted settlement of foundations for a substation structure and a number of transformer bases. The settlement values are split between immediate and long term (consolidation).
My question is, how relevant is immediate settlement due to permanent (dead) loading to building serviceability?
If the significant proportion of settlement occurs during the construction period, am I correct in saying it's irrelevant?
My question is, how relevant is immediate settlement due to permanent (dead) loading to building serviceability?
If the significant proportion of settlement occurs during the construction period, am I correct in saying it's irrelevant?