An Extension of Taylor’s <i>φ</i>-Circle Method and Some Stability Charts for Submerged Slopes

<div class="floats-full-page floats-full-page-figure"><h2>Figure 4</h2><div class="floats-full-page-caption"><div>Polygon of force balance in water drawdown slopes.</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-2020/8252838/figures/8252838.fig.004.svgz" name="8252838.fig.004" type="image/svg+xml"></object></td></tr></table></div></div>

Figure 4 | An Extension of Taylor’s <i>φ</i>-Circle Method and Some Stability Charts for Submerged Slopes

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Figure 4: An Extension of Taylor’s <i>φ</i>-Circle Method and Some Stability Charts for Submerged Slopes

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Figure 4 | An Extension of Taylor’s φ-Circle Method and Some Stability Charts for Submerged Slopes

Figure 4

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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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