About this document
«N Tëp Vμ Bμi Tëp by AcadAcad is a document available to read on EtoBox.
This document discusses three examples calculating settlement of foundations. The first calculates 35 mm settlement of a single footing under a concentrated load. The second calculates 32.3 cm settlement of a surcharged fill layer. The third calculates settlement at the center of a strip footing, determining stress distributions with depth and soil properties from borehole data.
- Author
- AcadAcad
- Language
- EN