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Spread Footing
Method of restriction of the magnitude of primary stress
If we assume in the settlement analysis the constrains in terms of the percentage of primary geostatic stress, then:
a) the influence zone is represented by a depth below the footing bottom where the incremental stress σz reaches a certain percentage of the original geostatic stress:
| where: | x% | - | considered magnitude of the geostatic stress |
| σor | - | geostatic stress |
b) the settlement s is derived from stress value denoted in figure by hatching and it receives the form:
| where: | σz | - | incremetal stress |
| σor | - | geostatic stress |
Depth of influence zone given by constraining the magnitude of primary stress
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