Bearing capacity semi-empirical methods inputs for optimization

<p>These&nbsp;datasets presents inputs for bearing capacity prediction methods.&nbsp;These methods are four well-known semi-empirical models for predicting bearing capacity of piles. The data was collected from the works of Lobo (2005), Vianna (2000) and Jr. (1988) and includes&nbsp;load tests and SPT measures taken from severam Brazilian regions.&nbsp;</p> <p>The suffix &#39;DQ&#39; and&nbsp;&#39;MH&#39;, &#39;Av&#39; and &#39;Tx&#39; represents which method this input was obtained from, corresponding respectively to Decourt and Quaresma (1978) and&nbsp;Meyerhof (1983).</p> <p>The columns indexes represents:</p> <p>N_pile - Pile number (for reference);<br> N_l&nbsp;- SPT result for the&nbsp;pile lenght;<br> N_p&nbsp;- SPT result for the pile tip<br> L - pile lenght;<br> D - pile diameter;<br> U - pile perimeter;<br> A - pile section area<br> Qu - Pile bearing capacity, obtained through NBR 6122 load test.<br> <br> When using this dataset, please cite the following paper:</p> <p>//<a href="http://soilsandrocks.com/sr-2021-074921">soilsandrocks.com/sr-2021-074921</a></p> <p>DOI: 10.28927/SR.2021.074921</p>