<?xml version='1.0' encoding='UTF-8'?><rss xmlns:atom="http://www.w3.org/2005/Atom" xmlns:openSearch="http://a9.com/-/spec/opensearchrss/1.0/" xmlns:blogger="http://schemas.google.com/blogger/2008" xmlns:georss="http://www.georss.org/georss" xmlns:gd="http://schemas.google.com/g/2005" xmlns:thr="http://purl.org/syndication/thread/1.0" version="2.0"><channel><atom:id>tag:blogger.com,1999:blog-6317423452784093569</atom:id><lastBuildDate>Thu, 29 Aug 2024 01:52:17 +0000</lastBuildDate><category>Foundation</category><category>black cotton soils</category><category>Burj Dubai</category><category>Burj Raft Foundation</category><category>Cage</category><category>Cast in situ pile</category><category>Expansive soil</category><category>Footing</category><category>Foundation Repair</category><category>Foundation System of Burj Dubai</category><category>Foundation beam</category><category>Foundation design</category><category>Home repairs</category><category>Moorum</category><category>Piles</category><category>Piling</category><category>Self Compacting Concrete</category><category>basement</category><category>bentonite</category><category>clay bentonite</category><category>cracks in foundation</category><category>foundation repair solution</category><category>foundation walls</category><category>foundations</category><category>raft foundation</category><category>reinforcement beams</category><category>under reamed piles</category><title>FOUNDATION SOLUTION</title><description></description><link>http://foundationengg.blogspot.com/</link><managingEditor>noreply@blogger.com (Anonymous)</managingEditor><generator>Blogger</generator><openSearch:totalResults>6</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>25</openSearch:itemsPerPage><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-2227671674435218946</guid><pubDate>Tue, 11 Dec 2012 10:56:00 +0000</pubDate><atom:updated>2012-12-11T02:57:01.885-08:00</atom:updated><category domain="http://www.blogger.com/atom/ns#">black cotton soils</category><category domain="http://www.blogger.com/atom/ns#">Foundation</category><title>Repair of Distressed Slab-on-Grade Foundation</title><description>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
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&lt;span style=&quot;font-family: Verdana, sans-serif;&quot;&gt;We know &lt;b&gt;&lt;i&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/11/Economic-Consideration-Selecting-Foundation-Black-Cotton-soil-P-1.html&quot;&gt;black cotton soil&lt;/a&gt;&lt;/i&gt;&lt;/b&gt; is a problem soil as it has destructive properties of expanding and shrinkage. It has great affinity to moisture. When it found moisture, it expands to cause enough foundation problems to building structures.&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Verdana, sans-serif;&quot;&gt;Our aim of this post is to provide a repair method to make serviceable a slab on grade foundation, distressed by black cotton soil, with constructing and designing and properly connecting a structural slab.&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Verdana, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Verdana, sans-serif;&quot;&gt;This discussion are completed in five consecutive parts. These are:&lt;/span&gt;&lt;/div&gt;
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&lt;tr&gt;&lt;td style=&quot;text-align: center;&quot;&gt;&lt;a href=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjAl-PoHVVR5aBE9QWJtXblJbGaXvv0cQGK59T3wVB2_gmRsQ_Oe9DIvXqkeuFtwX1mvpFXOzhfbEpGHgurmWsthvhTLNDYseEzipTIGKI6-9gjb3ylU-VLsp8GTe5tc8_0MBHJQ7wsw-4/s1600/Settled+pavement+slab+due+to+black+cotton+soil.JPG&quot; imageanchor=&quot;1&quot; style=&quot;margin-left: auto; margin-right: auto;&quot;&gt;&lt;img alt=&quot;Settled pavement slab due to black cotton soil&quot; border=&quot;0&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjAl-PoHVVR5aBE9QWJtXblJbGaXvv0cQGK59T3wVB2_gmRsQ_Oe9DIvXqkeuFtwX1mvpFXOzhfbEpGHgurmWsthvhTLNDYseEzipTIGKI6-9gjb3ylU-VLsp8GTe5tc8_0MBHJQ7wsw-4/s1600/Settled+pavement+slab+due+to+black+cotton+soil.JPG&quot; title=&quot;Settled pavement slab due to black cotton soil&quot; /&gt;&lt;/a&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;tr-caption&quot; style=&quot;text-align: center;&quot;&gt;&lt;b&gt;Source:&amp;nbsp;http://civil-engg-world.blogspot.com&lt;/b&gt;&lt;/td&gt;&lt;/tr&gt;
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&lt;table border=&quot;1&quot; cellpadding=&quot;0&quot; cellspacing=&quot;0&quot; class=&quot;MsoNormalTable&quot; style=&quot;border-collapse: collapse; border: none; mso-border-alt: solid #F79646 1.0pt; mso-border-themecolor: accent6; mso-padding-alt: 0in 5.4pt 0in 5.4pt; mso-yfti-tbllook: 1184;&quot;&gt;
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&lt;tr style=&quot;height: 16.55pt; mso-yfti-firstrow: yes; mso-yfti-irow: 0;&quot;&gt;
  &lt;td colspan=&quot;4&quot; style=&quot;background: #F79646; border: solid #F79646 1.0pt; height: 16.55pt; mso-background-themecolor: accent6; mso-border-themecolor: accent6; padding: 0in 5.4pt 0in 5.4pt; width: 4.2in;&quot; width=&quot;403&quot;&gt;&lt;div align=&quot;center&quot; class=&quot;MsoNormal&quot; style=&quot;text-align: center;&quot;&gt;
&lt;b&gt;&lt;span style=&quot;font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-bidi-font-family: &amp;quot;Times New Roman&amp;quot;; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;READ ALL PARTS&lt;/span&gt;&lt;/b&gt;&lt;span style=&quot;font-family: &amp;quot;Times New Roman&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;tr style=&quot;height: 17.45pt; mso-yfti-irow: 1; mso-yfti-lastrow: yes;&quot;&gt;
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&lt;b&gt;&lt;span style=&quot;font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-bidi-font-family: &amp;quot;Times New Roman&amp;quot;; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/How-Slab-On-Grade-Foundation-Repair-Black-Cotton-Soil-P-1.html&quot;&gt;&lt;i&gt;&lt;span style=&quot;color: blue;&quot;&gt;Part-1&lt;/span&gt;&lt;/i&gt;&lt;/a&gt;&amp;nbsp;&amp;nbsp;&lt;/span&gt;&lt;/b&gt;&lt;span style=&quot;font-family: &amp;quot;Times New Roman&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-bidi-font-family: &amp;quot;Times New Roman&amp;quot;; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/How-Slab-On-Grade-Foundation-Repair-Black-Cotton-Soil-P-2.html&quot;&gt;&lt;b&gt;&lt;i&gt;&lt;span style=&quot;color: blue;&quot;&gt;Part-2&lt;/span&gt;&lt;/i&gt;&lt;/b&gt;&lt;/a&gt; &amp;nbsp;&lt;/span&gt;&lt;span style=&quot;font-family: &amp;quot;Times New Roman&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;/span&gt;&lt;/div&gt;
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  &lt;td style=&quot;border-bottom: solid #F79646 1.0pt; border: none; height: 17.45pt; mso-border-bottom-themecolor: accent6; mso-border-top-alt: solid #F79646 1.0pt; mso-border-top-themecolor: accent6; padding: 0in 5.4pt 0in 5.4pt; width: 58.5pt;&quot; valign=&quot;top&quot; width=&quot;78&quot;&gt;&lt;div class=&quot;MsoNormal&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-bidi-font-family: &amp;quot;Times New Roman&amp;quot;; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/How-Slab-On-Grade-Foundation-Repair-Black-Cotton-Soil-P-3.html&quot;&gt;&lt;b&gt;&lt;i&gt;&lt;span style=&quot;color: blue;&quot;&gt;Part-3&lt;/span&gt;&lt;/i&gt;&lt;/b&gt;&lt;/a&gt;&amp;nbsp;&lt;/span&gt;&lt;span style=&quot;font-family: &amp;quot;Times New Roman&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &amp;quot;Times New Roman&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/How-Slab-On-Grade-Foundation-Repair-Black-Cotton-Soil-P-4.html&quot;&gt;&lt;b&gt;&lt;i&gt;&lt;span style=&quot;color: blue; font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;;&quot;&gt;Part-4&lt;/span&gt;&lt;/i&gt;&lt;/b&gt;&lt;/a&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; &amp;nbsp; &amp;nbsp;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/how-is-slab-on-grade-foundation.html&quot;&gt;&lt;i&gt;&lt;b&gt; &lt;/b&gt;&lt;/i&gt;&lt;/a&gt;&lt;/span&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/12/how-is-slab-on-grade-foundation.html&quot;&gt;&lt;i&gt;&lt;b&gt;&lt;span style=&quot;color: blue; font-family: &amp;quot;&amp;quot;sans-serif&amp;quot;&amp;quot;,&amp;quot;serif&amp;quot;; font-size: 12.0pt; mso-bidi-font-family: &amp;quot;Times New Roman&amp;quot;; mso-fareast-font-family: &amp;quot;Times New Roman&amp;quot;;&quot;&gt;Part-5&lt;/span&gt;&lt;/b&gt;&lt;/i&gt;&lt;/a&gt;&lt;/div&gt;
&lt;/td&gt;&lt;/tr&gt;
&lt;/tbody&gt;&lt;/table&gt;
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</description><link>http://foundationengg.blogspot.com/2012/12/Repair-Distressed-slab-on-grade-foundation.html</link><author>noreply@blogger.com (Anonymous)</author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjAl-PoHVVR5aBE9QWJtXblJbGaXvv0cQGK59T3wVB2_gmRsQ_Oe9DIvXqkeuFtwX1mvpFXOzhfbEpGHgurmWsthvhTLNDYseEzipTIGKI6-9gjb3ylU-VLsp8GTe5tc8_0MBHJQ7wsw-4/s72-c/Settled+pavement+slab+due+to+black+cotton+soil.JPG" height="72" width="72"/><thr:total>0</thr:total></item><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-3416852983035156187</guid><pubDate>Sat, 31 Mar 2012 10:10:00 +0000</pubDate><atom:updated>2012-03-31T03:34:01.806-07:00</atom:updated><title>HEAVING MECHANISM OF BLACK COTTON SOIL</title><description>&lt;div style=&quot;text-align: justify;&quot;&gt;&lt;span style=&quot;font-family:verdana;font-size:100%;&quot;&gt;&lt;span&gt;Clay minerals in &lt;/span&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2011/04/geotechnical-properties-of-black-cotton.html&quot;&gt;black cotton soil&lt;/a&gt;&lt;/span&gt;&lt;span style=&quot;font-size:100%;&quot;&gt;&lt;span style=&quot;font-family:verdana;&quot;&gt; expands and seeks more space as the soil mass get saturated with moisture. This process generates pressure exerted in all directions. The direction and magnitude of soil movement will depend upon the magnitude of the confining pressure at any particular point of resistance. Soil movement will be minimized where confining pressures are the largest while movement will be greatest where the magnitude of the confining pressure is the smallest. Molecular structure of black cotton soil is explained in previous post.&lt;/span&gt;&lt;/span&gt;&lt;br /&gt;&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/03/heave-vs-confining-pressure-of-black.html&quot;&gt;&lt;img style=&quot;display:block; margin:0px auto 10px; text-align:center;cursor:pointer; cursor:hand;width: 400px; height: 450px;&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgX7xqdvEh5lhTRDJYHQGTJJo6fpXEGb5E6no9sxILpy9Ni7wg_C64z3f9k2RQdPdnY2sr1O6dNFvdEU2_VoJvEeoZrNM3efAeLNtHgYPvqJFzhHvX_jjSleTIHGO1o_ZhipHWJT0l83mk/s400/black+cotton+soil+foundation+heaving+failure.JPG&quot; alt=&quot;&quot; border=&quot;0&quot; /&gt;&lt;/a&gt;&lt;/div&gt;&lt;span&gt;&lt;span&gt;&lt;span style=&quot;font-weight: bold;&quot;&gt;Read More:&lt;/span&gt; &lt;a href=&quot;http://civil-engg-world.blogspot.com/2012/03/heave-vs-confining-pressure-of-black.html&quot;&gt;HEAVE VS CONFINING PRESSURE IN BLACK COTTON SOIL&lt;/a&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;</description><link>http://foundationengg.blogspot.com/2012/03/heaving-mechanism-of-black-cotton-soil.html</link><author>noreply@blogger.com (Anonymous)</author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgX7xqdvEh5lhTRDJYHQGTJJo6fpXEGb5E6no9sxILpy9Ni7wg_C64z3f9k2RQdPdnY2sr1O6dNFvdEU2_VoJvEeoZrNM3efAeLNtHgYPvqJFzhHvX_jjSleTIHGO1o_ZhipHWJT0l83mk/s72-c/black+cotton+soil+foundation+heaving+failure.JPG" height="72" width="72"/><thr:total>1</thr:total></item><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-389346301331370676</guid><pubDate>Fri, 25 Nov 2011 06:43:00 +0000</pubDate><atom:updated>2011-11-24T22:57:40.299-08:00</atom:updated><category domain="http://www.blogger.com/atom/ns#">basement</category><category domain="http://www.blogger.com/atom/ns#">cracks in foundation</category><category domain="http://www.blogger.com/atom/ns#">Foundation</category><category domain="http://www.blogger.com/atom/ns#">Foundation beam</category><category domain="http://www.blogger.com/atom/ns#">Foundation Repair</category><category domain="http://www.blogger.com/atom/ns#">foundation repair solution</category><category domain="http://www.blogger.com/atom/ns#">foundation walls</category><category domain="http://www.blogger.com/atom/ns#">Home repairs</category><category domain="http://www.blogger.com/atom/ns#">reinforcement beams</category><title>Foundation Repair Misconceptions</title><description>Are you scared that you need foundation repair because you&#39;ve noticed cracks in your foundation slab? Or maybe in your basement you&#39;ve seen cracks spreading through the walls? Don&#39;t panic. It&#39;s not the end of the world. Now don&#39;t misunderstand, cracks in your foundation are potentially serious. But there are also quite a few misconceptions about foundation repair. Once you sort through and better understand them, you should be able to breathe a bit easier and ease your worries.&lt;span&gt;&lt;span&gt;&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;&lt;span&gt;&lt;span style=&quot;font-weight: bold;&quot;&gt;Misconception #1&lt;/span&gt;&lt;br /&gt;If you have cracking, it automatically  requires and extensive foundation repair solution&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;strong&gt;&lt;/strong&gt;&lt;span&gt;&lt;span&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;a onblur=&quot;try {parent.deselectBloggerImageGracefully();}  catch(e) {}&quot; href=&quot;http://civil-engg-world.blogspot.com/2011/10/foundation-repair-misconceptions.html&quot;&gt;&lt;img style=&quot;display: block; margin: 0px auto 10px; text-align: center; cursor: pointer; width: 179px; height: 223px;&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhWuKFDZjKHYk5VFaCO6LhJe3ie0FAwbiw-jlsc92WIoKLA-pr-CBqqxkrJwOUKjrETFh05yxvPY7PLMDhSV-lhw5pgWXrxyXOMj6bNGkV8EVnsIkGJ9fSB2Bh3HvX6YlahptBTrrxfhaY/s1600/foundation+wall+crack.JPG&quot; alt=&quot;&quot; border=&quot;0&quot; /&gt;&lt;/a&gt;&lt;strong style=&quot;color: rgb(255, 102, 102);&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2011/10/foundation-repair-misconceptions.html&quot;&gt;&lt;strong&gt;READ   MORE&lt;/strong&gt;&lt;/a&gt;&lt;/strong&gt;&lt;input id=&quot;gwProxy&quot; type=&quot;hidden&quot;&gt;&lt;!--Session data--&gt;&lt;input onclick=&quot;jsCall();&quot; id=&quot;jsProxy&quot; type=&quot;hidden&quot;&gt;&lt;div id=&quot;refHTML&quot;&gt;&lt;/div&gt;&lt;input id=&quot;gwProxy&quot; type=&quot;hidden&quot;&gt;&lt;!--Session data--&gt;&lt;input onclick=&quot;jsCall();&quot; id=&quot;jsProxy&quot; type=&quot;hidden&quot;&gt;&lt;div id=&quot;refHTML&quot;&gt;&lt;/div&gt;</description><link>http://foundationengg.blogspot.com/2011/11/foundation-repair-misconceptions.html</link><author>noreply@blogger.com (Anonymous)</author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhWuKFDZjKHYk5VFaCO6LhJe3ie0FAwbiw-jlsc92WIoKLA-pr-CBqqxkrJwOUKjrETFh05yxvPY7PLMDhSV-lhw5pgWXrxyXOMj6bNGkV8EVnsIkGJ9fSB2Bh3HvX6YlahptBTrrxfhaY/s72-c/foundation+wall+crack.JPG" height="72" width="72"/><thr:total>4</thr:total></item><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-5632542551107120245</guid><pubDate>Fri, 08 Jul 2011 04:52:00 +0000</pubDate><atom:updated>2011-07-07T22:24:01.408-07:00</atom:updated><category domain="http://www.blogger.com/atom/ns#">bentonite</category><category domain="http://www.blogger.com/atom/ns#">black cotton soils</category><category domain="http://www.blogger.com/atom/ns#">Cage</category><category domain="http://www.blogger.com/atom/ns#">Cast in situ pile</category><category domain="http://www.blogger.com/atom/ns#">clay bentonite</category><category domain="http://www.blogger.com/atom/ns#">Expansive soil</category><category domain="http://www.blogger.com/atom/ns#">Footing</category><category domain="http://www.blogger.com/atom/ns#">Foundation</category><category domain="http://www.blogger.com/atom/ns#">Foundation design</category><category domain="http://www.blogger.com/atom/ns#">foundations</category><category domain="http://www.blogger.com/atom/ns#">Moorum</category><category domain="http://www.blogger.com/atom/ns#">Piles</category><category domain="http://www.blogger.com/atom/ns#">Piling</category><category domain="http://www.blogger.com/atom/ns#">under reamed piles</category><title>Foundations on Black Cotton Soil</title><description>&lt;div align=&quot;justify&quot;&gt;&lt;span style=&quot;font-family:verdana;&quot;&gt;The property of volumetric changes with the change of atmospheric conditions makes black cotton soil dangerous to be founded buildings. It swells excessively when wet and shrinks excessively when dry resulting terrible cracks in soil without any warning. It has a great affinity to water. This tendency of soil is on account of the presence of fine clay particles. Cracks are formed due to movement of the ground on account of alternate swelling and shrinkage. The cracks thus formed are sometimes 15 to 20 cm wide and 2.5 to 4 m deep.&lt;/span&gt;&lt;/div&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;div align=&quot;justify&quot;&gt;&lt;span style=&quot;font-family:Verdana;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2009/06/foundations-on-black-cotton-soil.html&quot;&gt;&lt;strong&gt;READ MORE&lt;/strong&gt;&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;div align=&quot;justify&quot;&gt;&lt;span style=&quot;font-family:Verdana;&quot;&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2009/06/foundations-on-black-cotton-soil.html&quot;&gt;&lt;img style=&quot;TEXT-ALIGN: center; MARGIN: 0px auto 10px; WIDTH: 520px; DISPLAY: block; HEIGHT: 798px; CURSOR: hand&quot; border=&quot;0&quot; alt=&quot;&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhTt1eya4xUzMVLRwxGb1_KCdeeXPlR1xnPvSNUuMVKhQa7sZrMUHzk1xbsOOt7fx4Sc6Fn2b9SBInkJ8AD0eozVR4tu5Z9wkqCPGjXyEDeSBFwmKxzZdEBRdarLwvG9q3GPRwsGGYTv9_U/s1600/BLACK+COTTON-2.JPG&quot; /&gt;&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;</description><link>http://foundationengg.blogspot.com/2011/07/foundations-on-black-cotton-soil.html</link><author>noreply@blogger.com (Anonymous)</author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhTt1eya4xUzMVLRwxGb1_KCdeeXPlR1xnPvSNUuMVKhQa7sZrMUHzk1xbsOOt7fx4Sc6Fn2b9SBInkJ8AD0eozVR4tu5Z9wkqCPGjXyEDeSBFwmKxzZdEBRdarLwvG9q3GPRwsGGYTv9_U/s72-c/BLACK+COTTON-2.JPG" height="72" width="72"/><thr:total>0</thr:total></item><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-7854567158320001371</guid><pubDate>Fri, 17 Jun 2011 05:21:00 +0000</pubDate><atom:updated>2011-06-16T22:22:29.648-07:00</atom:updated><title>Claim token</title><description>&lt;span style=&quot;font-family: verdana;&quot;&gt;E4HEG54CDK54&lt;/span&gt;</description><link>http://foundationengg.blogspot.com/2011/06/claim-token.html</link><author>noreply@blogger.com (Anonymous)</author><thr:total>0</thr:total></item><item><guid isPermaLink="false">tag:blogger.com,1999:blog-6317423452784093569.post-8071607035278709247</guid><pubDate>Fri, 17 Jun 2011 03:40:00 +0000</pubDate><atom:updated>2011-06-16T21:32:12.762-07:00</atom:updated><category domain="http://www.blogger.com/atom/ns#">Burj Dubai</category><category domain="http://www.blogger.com/atom/ns#">Burj Raft Foundation</category><category domain="http://www.blogger.com/atom/ns#">Foundation System of Burj Dubai</category><category domain="http://www.blogger.com/atom/ns#">raft foundation</category><category domain="http://www.blogger.com/atom/ns#">Self Compacting Concrete</category><title>Foundation System of Burj Dubai</title><description>&lt;div&gt;&lt;/div&gt;&lt;div style=&quot;text-align: justify;&quot;&gt;&lt;span style=&quot;font-family:verdana;&quot;&gt;Foundation System: The Tower is founded on a 3700mm thick high performance reinforced concrete pile supported raft foundation at -7.55 DMD. The reinforced concrete raft foundation utilizes high performance Self Compacting Concrete (SCC) and is placed over a minimum 100mm blinding slab over waterproofing membrane, over at least 50mm blinding slab over ---&lt;a style=&quot;font-weight: bold;&quot; href=&quot;http://civil-engg-world.blogspot.com/2010/01/foundation-system-of-burj-dubai.html&quot;&gt;READ MORE&lt;/a&gt;&lt;br /&gt;&lt;/span&gt;&lt;table class=&quot;tr-caption-container&quot; style=&quot;margin-left: auto; margin-right: auto; text-align: center;&quot; align=&quot;center&quot; cellpadding=&quot;0&quot; cellspacing=&quot;0&quot;&gt;&lt;tbody&gt; &lt;tr&gt;&lt;td style=&quot;text-align: center;&quot;&gt;&lt;p&gt;&lt;a href=&quot;http://civil-engg-world.blogspot.com/2010/01/foundation-system-of-burj-dubai.html&quot; style=&quot;margin-left: auto; margin-right: auto;&quot;&gt;&lt;img style=&quot;&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhiX72ruhh9PNMLTEItnX5sUm9tNnpeXMuW_dSVG251J0H6knxt9aRm1cd9KUd9Ok9t9xCNCLiFtoH2fuqljUxsx_8XjD5DIAQe6MyC_tTNg1GszBKttlikdPZwpmQSd0dq9zan9fhDjZfa/s400/untitled.bmp&quot; border=&quot;0&quot; height=&quot;400&quot; width=&quot;400&quot; /&gt;&lt;/a&gt;&lt;/p&gt;&lt;/td&gt;&lt;/tr&gt; &lt;tr style=&quot;font-family: Verdana,sans-serif;&quot;&gt;&lt;td class=&quot;tr-caption&quot; style=&quot;text-align: center;&quot;&gt;&lt;p&gt;&lt;b&gt;&lt;i&gt;Raft Foundation System&lt;/i&gt;&lt;/b&gt;&lt;/p&gt;&lt;/td&gt;&lt;/tr&gt; &lt;/tbody&gt;&lt;/table&gt;&lt;br /&gt;&lt;/div&gt;</description><link>http://foundationengg.blogspot.com/2011/06/foundation-system-of-burj-dubai.html</link><author>noreply@blogger.com (Anonymous)</author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhiX72ruhh9PNMLTEItnX5sUm9tNnpeXMuW_dSVG251J0H6knxt9aRm1cd9KUd9Ok9t9xCNCLiFtoH2fuqljUxsx_8XjD5DIAQe6MyC_tTNg1GszBKttlikdPZwpmQSd0dq9zan9fhDjZfa/s72-c/untitled.bmp" height="72" width="72"/><thr:total>0</thr:total></item></channel></rss>