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	<title>ground improvement &#8211; BIOENGINEER.ORG</title>
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		<title>Deeper Foundation Treatment Increases Uneven Settlement in Coastal Soil Model</title>
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		<pubDate>Mon, 26 Oct 2026 21:22:50 +0000</pubDate>
				<category><![CDATA[Technology]]></category>
		<category><![CDATA[coastal soft soil]]></category>
		<category><![CDATA[deformation compatibility]]></category>
		<category><![CDATA[depth]]></category>
		<category><![CDATA[differential settlement]]></category>
		<category><![CDATA[dynamic compaction replacement]]></category>
		<category><![CDATA[effects]]></category>
		<category><![CDATA[Finite Element Modeling]]></category>
		<category><![CDATA[foundation engineering]]></category>
		<category><![CDATA[geotechnical engineering]]></category>
		<category><![CDATA[ground improvement]]></category>
		<category><![CDATA[stress redistribution]]></category>
		<category><![CDATA[treatment]]></category>
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					<description><![CDATA[A finite-element study found that increasing dynamic compaction replacement depth from 3.0 to 6.0 m was associated with greater differential settlement between treated and untreated coastal soft soil.]]></description>
		
		
		
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