ONENGINEER
Geotechnical
- Oct 13, 2011
- 284
The stress distribution under a footing is generally calculated with a slope of 2V:1H. It seems this angle should increase for a structural fill soil that is compacted to 95% proctor? I could not find a reference and would like to hear from soil experts here if there is any relationship between the distribution angle and soil relative density or gradation. Thank you.