Improvement of Bearing Capacity of Shallow Foundation on Geogrid Reinforced Silty Clay and Sand

<table>Estimation for ultimate bearing capacity (<svg height="12.85" id="M114" style="vertical-align:-4.10045pt" version="1.1" viewbox="0 0 15.5 12.85" width="15.5" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>) from bearing pressure versus <svg height="14.85" id="M115" style="vertical-align:-2.22495pt" version="1.1" viewbox="0 0 23.987499 14.85" width="23.987499" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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q-97 56 -97 123q0 50 51 96q19 17 58 32.5t62 15.5q37 0 61 -18t24 -39z" id="x1D460"></path></g><g transform="matrix(.017,-0,0,-.017,6.437,12.012)"><path d="M368 703l-264 -866h-60l265 866h59z" id="x2F"></path></g><g transform="matrix(.017,-0,0,-.017,13.441,12.012)"><path d="M594 511q0 -122 -171 -157l1 -2q158 -33 158 -159q0 -52 -34.5 -95t-90.5 -65q-76 -33 -217 -33h-223l8 28q63 5 79.5 19t26.5 72l83 426q9 48 -2.5 60t-77.5 17l6 28h259q195 0 195 -139zM499 509q0 59 -37 83t-91 24q-36 0 -51 -9q-17 -9 -22 -44l-35 -195h62
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</svg> (%), (TIM).</table>

Journal of Construction Engineering

fig8

Figure 8

Figure 8: Improvement of Bearing Capacity of Shallow Foundation on Geogrid Reinforced Silty Clay and Sand 