The Infona portal uses cookies, i.e. strings of text saved by a browser on the user's device. The portal can access those files and use them to remember the user's data, such as their chosen settings (screen view, interface language, etc.), or their login data. By using the Infona portal the user accepts automatic saving and using this information for portal operation purposes. More information on the subject can be found in the Privacy Policy and Terms of Service. By closing this window the user confirms that they have read the information on cookie usage, and they accept the privacy policy and the way cookies are used by the portal. You can change the cookie settings in your browser.
This paper presents a probabilistic analysis at the ultimate limit state of a shallow strip footing resting on a (c, φ) soil and subjected to an inclined load. The system response considered in the analysis is the safety factor obtained using the strength-reduction technique. The deterministic model makes use of the kinematic approach of the limit analysis theory. The Polynomial Chaos Expansion (PCE)...
Set the date range to filter the displayed results. You can set a starting date, ending date or both. You can enter the dates manually or choose them from the calendar.