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.
The ground slope face supposed Prantle's slope face. the computation of static earth pressure is enlarged seismic earth pressure. By employing pseudo-static approach and the method of limit equilibrium,the seismic bearing capacity of strip foundation on the composite foundation is derived. The computing methods of the seismic bearing capacity of the composite foundation on layering ground, rectangular...
Deep excavation and supporting structure is a space system which has Length, width and depth. Spatial effect should be considered in the design of deep excavation. The concept of utilization factor of soil pressure is proposed and calculation method of utilization factor of soil pressure is established based on conventional design methods on deep excavation of plane strain problem. Comparison of an...
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.