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Publikováno v:
Geotechnical and Geological Engineering. 31:713-718
Classical bearing capacity expressions can not afford variant engineering requests, since they were deducted under hypotheses of strip footing on homogeneous soil. An often met case was taken into account that circular footing on two-layered ground,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4cd38a6ef7a6c8350885721732d8b3c
https://doi.org/10.1007/s10706-013-9620-z
https://doi.org/10.1007/s10706-013-9620-z
