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Cantilever Wall Stability Analysis by HaymanAHMED is a document available to read on EtoBox.

What is Cantilever Wall Stability Analysis about?

1) The document provides calculations to determine the bearing capacity of a shallow foundation using the Terzaghi and Vesic methods. 2) The Terzaghi method calculates a bearing capacity of 15,880 lb/ft^2 and the Vesic method calculates 10,274 lb/ft^2. 3) Based on these results, the allowable wall load using Terzaghi is 113 k/ft and 73 k/ft using Vesic.

Author

HaymanAHMED

Language

EN