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            <title xml:lang="en">Numerical Study of Laterally Loaded Pile in Unsaturated Soils</title>
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            <idno type="halRefHtml">&lt;i&gt;Geotechnical Research for Land Protection and Development. CNRIG 2019&lt;/i&gt;, Jul 2019, Lecco, Italy. pp.713-722, &lt;a target="_blank" href="https://dx.doi.org/10.1007/978-3-030-21359-6_76"&gt;&amp;#x27E8;10.1007/978-3-030-21359-6_76&amp;#x27E9;&lt;/a&gt;</idno>
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                <title xml:lang="en">Numerical Study of Laterally Loaded Pile in Unsaturated Soils</title>
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                <title level="m">Lecture Notes in Civil Engineering</title>
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                  <title>Geotechnical Research for Land Protection and Development. CNRIG 2019</title>
                  <date type="start">2019-07-03</date>
                  <date type="end">2019-07-05</date>
                  <settlement>Lecco</settlement>
                  <country key="IT">Italy</country>
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              <p>In this paper, selected aspects of an experimental study conducted in a geotechnical centrifugeare discussed. The tests aimed to explore the effects of partial saturation of soil on the response of a singlepile subjected to a combination of lateral force and bending moment under drained conditions. The soil usedin the experiments is a low plasticity silty soil, named B-grade kaolin, characterized by a relatively highpermeability compared to the typical values for clayey soils. Two different elevations of the water table andits effects on the pile response under loading are studied. The data show a marked influence of soil partialsaturation on the pile response, both under working loads and ultimate loads. In particular, under workingloads, the displacement of the head of the pile is appreciably lower than that measured under saturatedconditions.</p>
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