Effect of Particle-Size Gradation on Coarse Sand-Geotextile Interface Response in Cyclic and Postcyclic Direct Shear Test

<div class="floats-full-page floats-full-page-figure"><h2>Figure 1</h2><div class="floats-full-page-caption"><div>Particle-size distribution curves for the test sands.</div></div><div class="floats-full-page-content"><table class="figure-group"><tr class="fig-image"><td><object data="https://static-01.hindawi.com/articles/ace/volume-2020/1323296/figures/1323296.fig.001.svgz" name="1323296.fig.001" type="image/svg+xml"></object></td></tr></table></div></div>

Figure 1 | Effect of Particle-Size Gradation on Coarse Sand-Geotextile Interface Response in Cyclic and Postcyclic Direct Shear Test

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Figure 1: Effect of Particle-Size Gradation on Coarse Sand-Geotextile Interface Response in Cyclic and Postcyclic Direct Shear Test

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Figure 1

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<p><em>Advances in Civil Engineering</em> publishes original research articles as well as review articles in all areas of civil engineering. The journal welcomes submissions across a range of disciplines, and publishes both theoretical and practical studies.</p>


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<p>Chief Editor, Professor Vipulanandan, is based at the University of Houston and his current research interests are in geotechnical, materials and geoenvironmental engineering.</p>


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