1.0GeoStru EUhttps://www.geostru.eu/en/filippo catanzaritihttps://www.geostru.eu/en/blog/author/filippo-catanzariti/BEARING CAPACITY FOR SHALLOW FOUNDATIONSrich600338<blockquote class="wp-embedded-content" data-secret="czBw8DTrT5"><a href="https://www.geostru.eu/en/blog/2016/06/20/bearing-capacity-for-shallow-foundations/">BEARING CAPACITY FOR SHALLOW FOUNDATIONS</a></blockquote><iframe sandbox="allow-scripts" security="restricted" src="https://www.geostru.eu/en/blog/2016/06/20/bearing-capacity-for-shallow-foundations/embed/#?secret=czBw8DTrT5" width="600" height="338" title="“BEARING CAPACITY FOR SHALLOW FOUNDATIONS” — GeoStru EU" data-secret="czBw8DTrT5" frameborder="0" marginwidth="0" marginheight="0" scrolling="no" class="wp-embedded-content"></iframe><script>
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https://www.geostru.eu/wp-content/uploads/2016/06/Foundation-Ready-to-geostru.jpg1586911The bearing capacity of a shallow foundation can be defined as the maximum value of the load applied, for which no point of the subsoil reaches failure point (Frolich method) or else for which failure extends to a considerable volume of soil (Prandtl method and successive). Prandtl, has studied the problem of failure of an…