The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Relative density</td><td align="center"><i>k<sub>0</sub></i></td><td align="center"><i>s<sub>c0</sub></i> [kPa]</td><td align="center"><i>a</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">0.20</td><td align="center">2.6613</td><td align="center">12.0619</td><td align="center">0.9082</td></tr><tr><td align="left">0.59</td><td align="center">3.4409</td><td align="center">18.8313</td><td align="center">1.0887</td></tr><tr><td align="left">0.84</td><td align="center">3.9355</td><td align="center">19.7073</td><td align="center">1.4330</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope 

Table 3 | The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope 