| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7206750 | International Journal of Rock Mechanics and Mining Sciences | 2014 | 8 Pages |
Abstract
- A method for calculating the ultimate bearing capacity at the tip of a pile is presented.
- Ultimate bearing capacity is generalized for the modified Hoek-Brown criterion.
- Perfect plasticity, isotropy, weightless rock media, without inertial forces, Meyerhof׳s hypothesis are considered.
- All the formulation can be programmed in a spreadsheet.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
A. Serrano, C. Olalla, R.A Galindo,