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	<title>Geotechnical Engineering Archives - Civil Engineering Notes</title>
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<site xmlns="com-wordpress:feed-additions:1">156321034</site>	<item>
		<title>Index Properties of Soil and Its Formation</title>
		<link>https://civilengineeringnotes.com/properties-of-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=properties-of-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Tue, 06 Aug 2024 12:08:50 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[soil formation]]></category>
		<category><![CDATA[soil mechanics]]></category>
		<category><![CDATA[soil properties]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=75</guid>

					<description><![CDATA[<p>Physical properties of soil which are useful to identify and differentiate soils from one another are known as 'Index Properties of Soil'.</p>
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<p>The post <a href="https://civilengineeringnotes.com/properties-of-soil/">Index Properties of Soil and Its Formation</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">75</post-id>	</item>
		<item>
		<title>Pile Foundation &#8211; Types &#038; Driving Methods</title>
		<link>https://civilengineeringnotes.com/pile-foundation-types/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=pile-foundation-types</link>
					<comments>https://civilengineeringnotes.com/pile-foundation-types/#comments</comments>
		
		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Thu, 27 Jan 2022 13:10:08 +0000</pubDate>
				<category><![CDATA[Construction]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[pile driving methods]]></category>
		<category><![CDATA[types of pile foundation]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=2389</guid>

					<description><![CDATA[<p>A pile foundation is substructure element made up of piles. They are responsible for transmitting structure's gravity loads to subsurface.</p>
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<p>The post <a href="https://civilengineeringnotes.com/pile-foundation-types/">Pile Foundation &#8211; Types &#038; Driving Methods</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">2389</post-id>	</item>
		<item>
		<title>Slope Stability : Analysis &#038; Assumptions, Causes &#038; Factor of Safety</title>
		<link>https://civilengineeringnotes.com/slope-stability-analysis/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=slope-stability-analysis</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Thu, 24 Jun 2021 07:38:11 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1890</guid>

					<description><![CDATA[<p>Slope stability is critical factor to consider while designing &#038; building earth dam. Geotechnical Engineer is always concerned about the stability of slope.</p>
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<p>The post <a href="https://civilengineeringnotes.com/slope-stability-analysis/">Slope Stability : Analysis &#038; Assumptions, Causes &#038; Factor of Safety</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1890</post-id>	</item>
		<item>
		<title>Coefficient of Passive Earth Pressure &#8211; Coulombs Theory</title>
		<link>https://civilengineeringnotes.com/coefficient-of-passive-earth-pressure/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=coefficient-of-passive-earth-pressure</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Tue, 01 Jun 2021 11:59:17 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1623</guid>

					<description><![CDATA[<p>This article depicts the process of determining the coefficient of passive earth pressure of cohesionless soil using the coulombs theory.</p>
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<p>The post <a href="https://civilengineeringnotes.com/coefficient-of-passive-earth-pressure/">Coefficient of Passive Earth Pressure &#8211; Coulombs Theory</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1623</post-id>	</item>
		<item>
		<title>Coefficient of Active Earth Pressure &#038; Wall Friction &#8211; Coulombs Theory</title>
		<link>https://civilengineeringnotes.com/coefficient-of-active-earth-pressure-wall-friction-coulombs-theory/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=coefficient-of-active-earth-pressure-wall-friction-coulombs-theory</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Fri, 21 May 2021 09:35:28 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1559</guid>

					<description><![CDATA[<p>Coefficient of Active Earth Pressure for Cohesionless Soil and Negative and Positive Wall Friction by Coulomb's Theory.</p>
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<p>The post <a href="https://civilengineeringnotes.com/coefficient-of-active-earth-pressure-wall-friction-coulombs-theory/">Coefficient of Active Earth Pressure &#038; Wall Friction &#8211; Coulombs Theory</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1559</post-id>	</item>
		<item>
		<title>Coulomb&#8217;s Wedge Theory &#038; It&#8217;s Assumptions</title>
		<link>https://civilengineeringnotes.com/coulombs-wedge-theory-assumptions/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=coulombs-wedge-theory-assumptions</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sun, 16 May 2021 11:14:30 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1549</guid>

					<description><![CDATA[<p>Coulomb's Wedge Theory considers the soil behind the wall as a whole rather than as a single part.</p>
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<p>The post <a href="https://civilengineeringnotes.com/coulombs-wedge-theory-assumptions/">Coulomb&#8217;s Wedge Theory &#038; It&#8217;s Assumptions</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1549</post-id>	</item>
		<item>
		<title>Culmann&#8217;s Graphical Method</title>
		<link>https://civilengineeringnotes.com/culmanns-graphical-method/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=culmanns-graphical-method</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 12 May 2021 13:01:57 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1538</guid>

					<description><![CDATA[<p>From Coulomb's theory, Karl Culmann (1866) devised his own Culmann's Graphical Method for calculating earth pressure.</p>
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<p>The post <a href="https://civilengineeringnotes.com/culmanns-graphical-method/">Culmann&#8217;s Graphical Method</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1538</post-id>	</item>
		<item>
		<title>Skempton&#8217;s Pore Pressure Parameters</title>
		<link>https://civilengineeringnotes.com/skemptons-pore-pressure-parameters/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=skemptons-pore-pressure-parameters</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Fri, 07 May 2021 11:56:12 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1533</guid>

					<description><![CDATA[<p>Skempton's pore pressure parameters are extremely useful in field problems that require the prediction of pore pressures.</p>
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<p>The post <a href="https://civilengineeringnotes.com/skemptons-pore-pressure-parameters/">Skempton&#8217;s Pore Pressure Parameters</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1533</post-id>	</item>
		<item>
		<title>Sensitivity of Soil (Soil Mechanics)</title>
		<link>https://civilengineeringnotes.com/sensitivity-of-soil-formula-soil-mechanics/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=sensitivity-of-soil-formula-soil-mechanics</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 03 May 2021 08:14:06 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1527</guid>

					<description><![CDATA[<p>Sensitivity of Soil can range from 1 to 100, so it's divided into 7 categories: insensitive, sensitive, medium sensitive, extra sensitive, quick, medium quick and slightly quick.</p>
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<p>The post <a href="https://civilengineeringnotes.com/sensitivity-of-soil-formula-soil-mechanics/">Sensitivity of Soil (Soil Mechanics)</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1527</post-id>	</item>
		<item>
		<title>Thixotropy of Clay (Soil Mechanics)</title>
		<link>https://civilengineeringnotes.com/thixotropy-of-clay-soil-mechanics/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=thixotropy-of-clay-soil-mechanics</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 28 Apr 2021 10:19:13 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1524</guid>

					<description><![CDATA[<p>Thixotropy of clay is the process of strength loss and gain with no alteration in volume or water content.</p>
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<p>The post <a href="https://civilengineeringnotes.com/thixotropy-of-clay-soil-mechanics/">Thixotropy of Clay (Soil Mechanics)</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1524</post-id>	</item>
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		<title>Shear Tests Based on Drainage Conditions</title>
		<link>https://civilengineeringnotes.com/shear-tests-based-on-drainage-conditions/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=shear-tests-based-on-drainage-conditions</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 26 Apr 2021 09:28:56 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1521</guid>

					<description><![CDATA[<p>Types of shear tests based on drainage conditions are: Unconsolidated Undrained test, Consolidate Undrained Test &#038; Consolidated Drained Test.</p>
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<p>The post <a href="https://civilengineeringnotes.com/shear-tests-based-on-drainage-conditions/">Shear Tests Based on Drainage Conditions</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1521</post-id>	</item>
		<item>
		<title>Unconfined Compression Test【IS 2720(Part 10):1991 PDF】</title>
		<link>https://civilengineeringnotes.com/unconfined-compresstion-test/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=unconfined-compresstion-test</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Thu, 22 Apr 2021 07:06:40 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1515</guid>

					<description><![CDATA[<p>Unconfined Compression Test is a variant of an undrained unconsolidated triaxial compression test with confining cell pressure equal to atmospheric pressure.</p>
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<p>The post <a href="https://civilengineeringnotes.com/unconfined-compresstion-test/">Unconfined Compression Test【IS 2720(Part 10):1991 PDF】</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1515</post-id>	</item>
		<item>
		<title>Triaxial Shear Test for Shear Strength of Soil</title>
		<link>https://civilengineeringnotes.com/triaxial-shear-test-for-shear-strength-of-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=triaxial-shear-test-for-shear-strength-of-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sun, 18 Apr 2021 08:06:57 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1507</guid>

					<description><![CDATA[<p>The triaxial shear test or triaxial compression test is the laboratory test that better simulates field loading.</p>
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<p>The post <a href="https://civilengineeringnotes.com/triaxial-shear-test-for-shear-strength-of-soil/">Triaxial Shear Test for Shear Strength of Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1507</post-id>	</item>
		<item>
		<title>Direct Shear Test for Shear Strength of Soil</title>
		<link>https://civilengineeringnotes.com/direct-shear-test-for-shear-strength-of-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=direct-shear-test-for-shear-strength-of-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Tue, 13 Apr 2021 12:10:22 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1492</guid>

					<description><![CDATA[<p>The most common method for determining the shear strength of soil is the direct shear test. The detailed procedure is enclosed in article.</p>
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<p>The post <a href="https://civilengineeringnotes.com/direct-shear-test-for-shear-strength-of-soil/">Direct Shear Test for Shear Strength of Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1492</post-id>	</item>
		<item>
		<title>Vane Shear Test [ IS 2720 (Part XXX) &#8211; 1980 ]</title>
		<link>https://civilengineeringnotes.com/vane-shear-test-formula-characteristics/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=vane-shear-test-formula-characteristics</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 07 Apr 2021 08:28:42 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1484</guid>

					<description><![CDATA[<p>The vane shear test is carried out in accordance with IS: 2720 (part XXX) - 1980. It is used for determining undrained shear strength of clay.</p>
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<p>The post <a href="https://civilengineeringnotes.com/vane-shear-test-formula-characteristics/">Vane Shear Test [ IS 2720 (Part XXX) &#8211; 1980 ]</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1484</post-id>	</item>
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		<title>Principal Planes (Shear Strenth of Soil)</title>
		<link>https://civilengineeringnotes.com/principal-planes-shear-strenth-of-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=principal-planes-shear-strenth-of-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Tue, 30 Mar 2021 07:47:32 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1479</guid>

					<description><![CDATA[<p>There are three planes on which the shear stresses are zero at any point in a stressed body, which are mainly mentioned as principal planes.</p>
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<p>The post <a href="https://civilengineeringnotes.com/principal-planes-shear-strenth-of-soil/">Principal Planes (Shear Strenth of Soil)</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1479</post-id>	</item>
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		<title>Effective Stress Concept in Soil Mechanics</title>
		<link>https://civilengineeringnotes.com/effective-stress-concept-in-soil-mechanics/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=effective-stress-concept-in-soil-mechanics</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sat, 27 Mar 2021 07:56:00 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[effective stress concept]]></category>
		<category><![CDATA[effective stress principle]]></category>
		<category><![CDATA[soil mechanics]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1326</guid>

					<description><![CDATA[<p>Karl Terzaghi was the first to propose this effective stress concept principle. In soil mechanics, this is a very critical concept.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1326</post-id>	</item>
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		<title>Compaction Effect on Soil Properties</title>
		<link>https://civilengineeringnotes.com/compaction-effect-on-soil-properties/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=compaction-effect-on-soil-properties</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 22 Mar 2021 07:31:21 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1231</guid>

					<description><![CDATA[<p>The influence of compaction effect on soil properties is highly dependent on the structure achieved by the soil during compaction.</p>
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<p>The post <a href="https://civilengineeringnotes.com/compaction-effect-on-soil-properties/">Compaction Effect on Soil Properties</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1231</post-id>	</item>
		<item>
		<title>Soil Compaction : Mechanics &#038; Factors Affecting Compaction</title>
		<link>https://civilengineeringnotes.com/soil-compaction-mechanics-and-factors-affecting-compaction/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=soil-compaction-mechanics-and-factors-affecting-compaction</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 17 Mar 2021 08:58:03 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1324</guid>

					<description><![CDATA[<p>Soil Compaction is a method of stabilizing loose soil by densification, which can be achieved with either static or dynamic load.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1324</post-id>	</item>
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		<title>Compaction and Consolidation Differences</title>
		<link>https://civilengineeringnotes.com/compaction-and-consolidation-differences/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=compaction-and-consolidation-differences</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sun, 14 Mar 2021 08:05:39 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1431</guid>

					<description><![CDATA[<p>In this article we have showcased major points which states the difference between compaction and consolidation process of soils.</p>
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<p>The post <a href="https://civilengineeringnotes.com/compaction-and-consolidation-differences/">Compaction and Consolidation Differences</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1431</post-id>	</item>
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		<title>Seepage Pressure &#038; Quick Sand Condition</title>
		<link>https://civilengineeringnotes.com/seepage-pressure-formula-quick-sand-condition/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=seepage-pressure-formula-quick-sand-condition</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 08 Mar 2021 11:47:42 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1438</guid>

					<description><![CDATA[<p>In this article we have defined the seepage pressure along with its formula and the phenomena of quick sand condition.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1438</post-id>	</item>
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		<title>Darcy&#8217;s Law &#038; Its Limitations</title>
		<link>https://civilengineeringnotes.com/darcys-law-limitations/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=darcys-law-limitations</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Thu, 04 Mar 2021 09:27:29 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1435</guid>

					<description><![CDATA[<p>Darcy's law states that the discharge or rate of flow per unit time is proportional to hydraulic gradient. Limitations of Darcy's Law are :</p>
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<p>The post <a href="https://civilengineeringnotes.com/darcys-law-limitations/">Darcy&#8217;s Law &#038; Its Limitations</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1435</post-id>	</item>
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		<title>Frost Heave : Causes and Prevention</title>
		<link>https://civilengineeringnotes.com/frost-heave-effects-cause-prevention/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=frost-heave-effects-cause-prevention</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sun, 28 Feb 2021 11:41:53 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1427</guid>

					<description><![CDATA[<p>In simple terms frost heave / frost heaving means the contraction and expansion of soil due to freezing and thawing conditions.</p>
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<p>The post <a href="https://civilengineeringnotes.com/frost-heave-effects-cause-prevention/">Frost Heave : Causes and Prevention</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1427</post-id>	</item>
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		<title>Three Phase System of Soil (Diagram)</title>
		<link>https://civilengineeringnotes.com/three-phase-system-of-soil-with-diagram/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=three-phase-system-of-soil-with-diagram</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 24 Feb 2021 11:41:30 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1415</guid>

					<description><![CDATA[<p>Three Phase System of Soil is nothing but the soil mass made up of solid, liquid and gaseous matter. Three phase diagram represents it.</p>
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<p>The post <a href="https://civilengineeringnotes.com/three-phase-system-of-soil-with-diagram/">Three Phase System of Soil (Diagram)</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1415</post-id>	</item>
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		<title>Soil Structure and Their Types</title>
		<link>https://civilengineeringnotes.com/soil-structure-types/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=soil-structure-types</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Fri, 19 Feb 2021 13:02:03 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=981</guid>

					<description><![CDATA[<p>The soil structure can be defined as the proper geometrical arrangement of particles of soil with respect to each other.</p>
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<p>The post <a href="https://civilengineeringnotes.com/soil-structure-types/">Soil Structure and Their Types</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">981</post-id>	</item>
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		<title>Residual Soil and Transported Soil</title>
		<link>https://civilengineeringnotes.com/residual-soil-transported-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=residual-soil-transported-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sat, 13 Feb 2021 07:09:59 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=827</guid>

					<description><![CDATA[<p>Residual soil and Transported soils are formed by different agencies of nature. The examples of these are listed below.</p>
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<p>The post <a href="https://civilengineeringnotes.com/residual-soil-transported-soil/">Residual Soil and Transported Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">827</post-id>	</item>
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		<title>Soil Stabilization Methods &#038; Necessity</title>
		<link>https://civilengineeringnotes.com/soil-stabilization-methods/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=soil-stabilization-methods</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Sat, 19 Dec 2020 08:15:16 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1309</guid>

					<description><![CDATA[<p>The properties of soils can be improved by use of admixtures is known as soil stabilization. Stabilized soil may form the sub-grade of road.</p>
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<p>The post <a href="https://civilengineeringnotes.com/soil-stabilization-methods/">Soil Stabilization Methods &#038; Necessity</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1309</post-id>	</item>
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		<title>California Bearing Ratio Test【CBR Test】of Soil</title>
		<link>https://civilengineeringnotes.com/cbr-test/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=cbr-test</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 23 Nov 2020 12:49:04 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=1246</guid>

					<description><![CDATA[<p>The california bearing ratio (CBR) test is defined as ratio of test load to the standard load, expressed as % for penetration of the plunger.</p>
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<p>The post <a href="https://civilengineeringnotes.com/cbr-test/">California Bearing Ratio Test【CBR Test】of Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">1246</post-id>	</item>
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		<title>Caisson Foundation and Types of Caisson</title>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Fri, 22 Nov 2019 04:39:37 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=817</guid>

					<description><![CDATA[<p>A Caisson Foundation is watertight retaining structure used as bridge pier in construction of concrete dam or ships repair. Caisson Foundation is also known as well foundation.</p>
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<p>The post <a href="https://civilengineeringnotes.com/caisson-foundation-types-of-caisson/">Caisson Foundation and Types of Caisson</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">817</post-id>	</item>
		<item>
		<title>Particle Size Distribution of Soil</title>
		<link>https://civilengineeringnotes.com/particle-size-distribution-curve-of-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=particle-size-distribution-curve-of-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Fri, 27 Sep 2019 10:46:36 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=795</guid>

					<description><![CDATA[<p>Particle Size Distribution or the percentage of grains of different sizes in a given soil is an important property of soil.</p>
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<p>The post <a href="https://civilengineeringnotes.com/particle-size-distribution-curve-of-soil/">Particle Size Distribution of Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">795</post-id>	</item>
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		<title>Bearing Capacity of Soil and It&#8217;s Importance</title>
		<link>https://civilengineeringnotes.com/bearing-capacity-soil/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=bearing-capacity-soil</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 27 May 2019 11:46:43 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=319</guid>

					<description><![CDATA[<p>Bearing capacity of soil is the strength of the soil to resist the compressive stress coming on it by the foundation of the structure constructed on it.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">319</post-id>	</item>
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		<title>Shear Strength of Soil</title>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 16 Jan 2019 11:56:29 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[geotechnical engineering]]></category>
		<category><![CDATA[shear strength]]></category>
		<category><![CDATA[soil mechanics]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=143</guid>

					<description><![CDATA[<p>Concept of shear strength of soil : Different types of tests used to find out the shear strength of soil, factors affecting the shear stength of soil.</p>
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<p>The post <a href="https://civilengineeringnotes.com/shear-strength-of-soil/">Shear Strength of Soil</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">143</post-id>	</item>
		<item>
		<title>Permeability of Soil- Definition, Properties, Darcy&#8217;s Law</title>
		<link>https://civilengineeringnotes.com/permeability-of-soil-darcys-law/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=permeability-of-soil-darcys-law</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Mon, 14 Jan 2019 07:50:44 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[permeability of soil]]></category>
		<category><![CDATA[soil engineering]]></category>
		<category><![CDATA[soil mechanics]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=137</guid>

					<description><![CDATA[<p>Permeability of soil- water strongly affects the engineering properties for most kind of soils and water is an important factor in most geotechnical problem</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">137</post-id>	</item>
		<item>
		<title>Water Content Determination of Soil by Various Methods</title>
		<link>https://civilengineeringnotes.com/water-content-various-methods/?utm_source=rss&#038;utm_medium=rss&#038;utm_campaign=water-content-various-methods</link>
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		<dc:creator><![CDATA[Vikrant Mane]]></dc:creator>
		<pubDate>Wed, 09 Jan 2019 13:53:24 +0000</pubDate>
				<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[soil]]></category>
		<category><![CDATA[soil mechanics]]></category>
		<category><![CDATA[water content]]></category>
		<guid isPermaLink="false">https://civilengineeringnotes.com/?p=96</guid>

					<description><![CDATA[<p>Water content determination of soil by various methods such as oven drying method, pycnometer method, sand bath method, alcohol method, etc.</p>
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<p>The post <a href="https://civilengineeringnotes.com/water-content-various-methods/">Water Content Determination of Soil by Various Methods</a> appeared first on <a href="https://civilengineeringnotes.com">Civil Engineering Notes</a>.</p>
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		<post-id xmlns="com-wordpress:feed-additions:1">96</post-id>	</item>
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