Bearing Capacity of the Micropile Root Section
The micropile bearing capacity can be determined computationally using one of the approaches available in the literature and standards. The program "Micropile" provides a set of methods representing the basic approaches to the solution of bearing capacity of the micropile root. The analysis is accrued out according to setting in the "Micropiles" tab employing one of the following procedures:
- | average limit friction on root skin is specified | |
- | grouting pressure is specified | |
- | method depends on the geostatic stress and soil parameters of the surrounding soil | |
method depends on the geostatic stress and soil parameters of the surrounding soil | ||
- | the way the micropile is built and soil parameters of surrounding soil are specified | |
- | rock parameters of surrounding soil are specified | |
- | method depends on the parameters of SPT or pressuremeter tests (PMT) | |
- | skin friction on root is specified |