Abstract
Probability functions are used to represent the factor of safety to be used in the engineering design of a foundation resting on a cohesive soil. A rational procedure is advanced to determine safety factors associated with the bearing capacity of cohesive soils.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 69-76 |
| Number of pages | 8 |
| Journal | Highw Res Rec |
| Issue number | 34 |
| State | Published - Jan 1 1971 |
ASJC Scopus subject areas
- General Engineering