As a guest user you are not logged in or recognized by your IP address. You have
access to the Front Matter, Abstracts, Author Index, Subject Index and the full
text of Open Access publications.
Laboratory model tests results for the ultimate bearing capacity of a circular surface foundation supported by a sand layer of limited thickness underlain by a rigid rough base are presented. The circular foundation was subjected to eccentric loading (load eccentricity = e) with e/B varying from zero to 0.15 (B = diameter of foundation). Based on the model test results, a reduction factor has been proposed which can be used to estimate the ultimate load on the foundation on a limited depth of sand from the ultimate load of the foundation on the sand layer extending to a great depth.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.