Approximation for Terzaghi's Bearing Capacityby Raymond J. Krizek,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1965, Vol. 91, Issue 2, Pg. 1-4
Document Type: Journal Paper
Using the general shear failure criterion, the ultimate bearing capacity of a shallow footing was expressed by Terzaghi in terms of bearing capacity factors Nc Nq, Ny. These factors depend only on the soil friction angle, ∖a/, and are usually presented in graphical form. By means of an empirical approximation for each of these factors, a relatively simple equation is developed whereby the ultimate bearing capacity of a shallow footing can be determined directly without recourse to supplementary graphs.
Subject Headings: Load bearing capacity | Distinguished engineers | Approximation methods | Footings | Shear failures | Graphic methods | Failure analysis | Friction
Services: Buy this book/Buy this article
Return to search