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<?xml-stylesheet type="text/xsl" media="screen" href="/~d/styles/atom10full.xsl"?><?xml-stylesheet type="text/css" media="screen" href="http://feeds.feedburner.com/~d/styles/itemcontent.css"?><feed xmlns="http://www.w3.org/2005/Atom" xmlns:openSearch="http://a9.com/-/spec/opensearch/1.1/" xmlns:georss="http://www.georss.org/georss" xmlns:gd="http://schemas.google.com/g/2005" xmlns:thr="http://purl.org/syndication/thread/1.0" xmlns:feedburner="http://rssnamespace.org/feedburner/ext/1.0" gd:etag="W/&quot;CUUCRX8_eSp7ImA9WhRUFUo.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746</id><updated>2012-01-26T02:21:04.141-08:00</updated><category term="landscaping" /><category term="waste disposal" /><category term="datasheet" /><category term="Roof garden" /><category term="spawning" /><category term="yacht" /><category term="soil reinforcement" /><category term="tools" /><category term="sound control" /><category term="garden" /><category term="Drainage" /><category term="spacer" /><category term="sailing" /><category term="erosion control" /><category term="boat" /><category term="conference" /><category term="polyurethane" /><category term="cooling tower" /><category term="water display" /><category term="soil stabilization" /><category term="findrain" /><category term="Geosynthetics" /><category term="road construction" /><category term="basement" /><category term="animation" /><category term="fiberglass" /><category term="waterproofing" /><category term="Soil Consolidation" /><category term="Links" /><category term="shock absorption" /><category term="video" /><category term="welding" /><category term="injection" /><category term="football" /><category term="fishery" /><category term="sport" /><category term="geosyntheticsworld" /><category term="specification" /><category term="horticulture" /><category term="retaining wall" /><category term="Geotextile" /><category term="water storage" /><category term="rtm" /><category term="aquarium" /><category term="Geocomposites" /><category term="international" /><category term="aquaculture" /><category term="gabion" /><category term="river" /><category term="silo" /><category term="traditional" /><category term="do it yourself" /><category term="resin" /><category term="geogrid" /><category term="building" /><category term="construction" /><category term="leisure" /><category term="vacuum" /><category term="synthetics" /><category term="infusion" /><category term="outdoors" /><category term="lost shuttering" /><category term="hobby" /><category term="landfill" /><category term="design" /><category term="standards" /><category term="Geomembrane" /><category term="fountain" /><category term="metal roofing" /><category term="Tunnels" /><category term="wickdrain" /><category term="industrial" /><title>GEOSYNTHETICS WORLD</title><subtitle type="html">geosynthetics for building and construction, geotechnics, home and garden, hobby, some industrial applications.</subtitle><link rel="http://schemas.google.com/g/2005#feed" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/posts/default" /><link rel="alternate" type="text/html" href="http://www.geosyntheticsworld.com/" /><link rel="next" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default?start-index=26&amp;max-results=25&amp;redirect=false&amp;v=2" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><generator version="7.00" uri="http://www.blogger.com">Blogger</generator><openSearch:totalResults>91</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>25</openSearch:itemsPerPage><atom10:link xmlns:atom10="http://www.w3.org/2005/Atom" rel="self" type="application/atom+xml" href="http://feeds.feedburner.com/GeosyntheticsWorld" /><feedburner:info uri="geosyntheticsworld" /><atom10:link xmlns:atom10="http://www.w3.org/2005/Atom" rel="hub" href="http://pubsubhubbub.appspot.com/" /><entry gd:etag="W/&quot;CEANQnw8eyp7ImA9WhRQF00.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-1148313269780621753</id><published>2011-12-12T07:13:00.000-08:00</published><updated>2011-12-12T07:13:13.273-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-12-12T07:13:13.273-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Roof garden" /><category scheme="http://www.blogger.com/atom/ns#" term="Geocomposites" /><category scheme="http://www.blogger.com/atom/ns#" term="Drainage" /><title>Shopping mall roof garden drainage system</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/1148313269780621753/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=1148313269780621753" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1148313269780621753?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1148313269780621753?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/knwruZ5eCbQ/shopping-mall-roof-garden-drainage.html" title="Shopping mall roof garden drainage system" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://4.bp.blogspot.com/-kIOJdAr6hr8/TuYZxzzvSGI/AAAAAAAADDc/NnLpQBVMtzM/s72-c/shopping+mall+roof+garden+drainage+geocomposite+laying.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">
Laying geocomposite drainage sheets at the roof garden of a shopping mall construction. Special attention should be given to to direction of overlap considereng the backfill direction.

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&lt;a href="http://feedads.g.doubleclick.net/~a/eMXxwCESFZzD9DPRHSurOYs29Kg/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/eMXxwCESFZzD9DPRHSurOYs29Kg/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/knwruZ5eCbQ" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/12/shopping-mall-roof-garden-drainage.html</feedburner:origLink></entry><entry gd:etag="W/&quot;C0MHQH8-cCp7ImA9WhdbGUg.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-6751192563055063719</id><published>2011-10-18T08:23:00.000-07:00</published><updated>2011-10-18T08:23:51.158-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-10-18T08:23:51.158-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Geomembrane" /><category scheme="http://www.blogger.com/atom/ns#" term="tools" /><category scheme="http://www.blogger.com/atom/ns#" term="welding" /><title>Announcement: LEISTER-New U.S. Headquarters and New Geo Tool</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/6751192563055063719/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=6751192563055063719" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6751192563055063719?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6751192563055063719?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/KXw4CFbCFPQ/announcement-leister-new-us.html" title="Announcement: LEISTER-New U.S. Headquarters and New Geo Tool" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://3.bp.blogspot.com/-UNU8YXjL3MY/Tp2Z0IbNa8I/AAAAAAAACyQ/Pu94dPAuqTg/s72-c/Leister-Fusion3_Extrusion-Welder.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">Leister Makes Firm Commitment to the US Geo Industry Swiss Manufacturer  Announces New U.S. Headquarters and New Geo Tool

CHICAGO - October 17,  2011 - Leister Process Technologies, the worldwide leader in plastic welding and  hot air equipment announces the opening of its expanded U.S. headquarters  outside of Chicago. The new, centrally located facility quadruples Leister's  capabilities in 
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&lt;a href="http://feedads.g.doubleclick.net/~a/_kf1xwncKq7XeynXYq6Tw23B47A/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/_kf1xwncKq7XeynXYq6Tw23B47A/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/KXw4CFbCFPQ" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/10/announcement-leister-new-us.html</feedburner:origLink></entry><entry gd:etag="W/&quot;DkAGRn85cCp7ImA9WhdbFEQ.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-1995658513045263260</id><published>2011-10-13T01:29:00.000-07:00</published><updated>2011-10-13T01:32:07.128-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-10-13T01:32:07.128-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="conference" /><category scheme="http://www.blogger.com/atom/ns#" term="international" /><title>2011 GEOSYNTHETICS Middle East Conference</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/1995658513045263260/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=1995658513045263260" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1995658513045263260?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1995658513045263260?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/-UWh5bRpfUc/2011-geosynthetics-middle-east.html" title="2011 GEOSYNTHETICS Middle East Conference" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://3.bp.blogspot.com/-EjUShnQCsuU/TpahUur4n_I/AAAAAAAACyA/s0YuqZT1Yco/s72-c/geosynthetics%2Bconference%2Bmiddle%2Beast%2B2011.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">
Abu Dhabi, October- Under the Patronage of the Municipality of Abu Dhabi City, the “2011 GEOSYNTHETICS Middle East Conference” will be launched with more commitment to a sustainable and environment friendly infrastructure in line with the Abu Dhabi 2030 vision. Organized by SKZ the German Plastics Centre in cooperation with its local partner BMC Gulf LLC, the conference is taking place on 25th 
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&lt;a href="http://feedads.g.doubleclick.net/~a/sSFq5cggwaJjuOYbHd6E8WR8S-c/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/sSFq5cggwaJjuOYbHd6E8WR8S-c/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/-UWh5bRpfUc" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/10/2011-geosynthetics-middle-east.html</feedburner:origLink></entry><entry gd:etag="W/&quot;DE4GQHk8eip7ImA9WhdUE0U.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-749674033507812935</id><published>2011-09-30T05:48:00.000-07:00</published><updated>2011-09-30T05:48:41.772-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-09-30T05:48:41.772-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="video" /><category scheme="http://www.blogger.com/atom/ns#" term="animation" /><category scheme="http://www.blogger.com/atom/ns#" term="gabion" /><category scheme="http://www.blogger.com/atom/ns#" term="Geotextile" /><title>Gabions and geotextile video</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/749674033507812935/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=749674033507812935" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/749674033507812935?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/749674033507812935?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/Us6PrwlQMEE/gabions-and-geotextile-video.html" title="Gabions and geotextile video" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://img.youtube.com/vi/SByAmwzlSd8/default.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">A nice video animation to show how to install gabion baskets on geotextile fabrics.

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&lt;a href="http://feedads.g.doubleclick.net/~a/tAYd3KNIjpEkOh868GWDs5ywARQ/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/tAYd3KNIjpEkOh868GWDs5ywARQ/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/Us6PrwlQMEE" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/09/gabions-and-geotextile-video.html</feedburner:origLink></entry><entry gd:etag="W/&quot;AkEFRn4-eCp7ImA9WhdWEkw.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-6552410888543448129</id><published>2011-09-05T03:30:00.000-07:00</published><updated>2011-09-05T03:30:17.050-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-09-05T03:30:17.050-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Soil Consolidation" /><category scheme="http://www.blogger.com/atom/ns#" term="wickdrain" /><title>Anchorage of wickdrains</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/6552410888543448129/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=6552410888543448129" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6552410888543448129?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6552410888543448129?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/RMLpv1TQC44/anchorage-of-wickdrains.html" title="Anchorage of wickdrains" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/-q-CoBJV2Hyk/TmSkSUZsdkI/AAAAAAAACtg/ZUnQiuX-6N4/s72-c/vertical+drain+anchor+plates.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">
During the installation of prefabricated wick drains (Prefabricated vertical drains) for soil consolidation you need some materials under the mandrel (lance) to hold the drain in the soil when you pull the mandril back.So you have to use anchor plates or anchor rods.Both is OK depending on site conditions.
I find the plate more easy to use.
When the mandril is pushed in the soil the plate holds 
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&lt;a href="http://feedads.g.doubleclick.net/~a/ymW3h2uW6Fc7ooOFfiOOX0ggd4o/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/ymW3h2uW6Fc7ooOFfiOOX0ggd4o/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/RMLpv1TQC44" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/09/anchorage-of-wickdrains.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CkQEQ3gycCp7ImA9WhZaEUU.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-4770934693415096140</id><published>2011-06-27T06:10:00.000-07:00</published><updated>2011-06-27T06:11:42.698-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-06-27T06:11:42.698-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Roof garden" /><category scheme="http://www.blogger.com/atom/ns#" term="design" /><title>Design of green roofs (inverted roof)</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/4770934693415096140/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=4770934693415096140" title="3 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/4770934693415096140?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/4770934693415096140?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/nDsYyONLbJk/design-of-green-roofs-inverted-roof.html" title="Design of green roofs (inverted roof)" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/-fPQBAynOgpQ/TgiA5e7jWZI/AAAAAAAACrA/ay-EsVGmHrk/s72-c/green+inverted+roof+design.png" height="72" width="72" /><thr:total>3</thr:total><content type="html">Another typical cross section of a green roof design.Vegetation
Substrate
Drainage-, filter- and protection- layer Enkadrain
Roof sealing layer
Separating fleece
Heat insulation
Vapour barrier
House top / fabric

&lt;p&gt;&lt;a href="http://feedads.g.doubleclick.net/~a/Lsmk52HHlQ7SpBgsYyEd_cko4Q0/0/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/Lsmk52HHlQ7SpBgsYyEd_cko4Q0/0/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;br/&gt;
&lt;a href="http://feedads.g.doubleclick.net/~a/Lsmk52HHlQ7SpBgsYyEd_cko4Q0/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/Lsmk52HHlQ7SpBgsYyEd_cko4Q0/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/nDsYyONLbJk" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/06/design-of-green-roofs-inverted-roof.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D0QDQXk8cCp7ImA9WhZQGU0.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-4072778429189341421</id><published>2011-04-27T04:56:00.000-07:00</published><updated>2011-04-27T04:56:10.778-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-04-27T04:56:10.778-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="river" /><category scheme="http://www.blogger.com/atom/ns#" term="erosion control" /><title>Erosion control- River banks</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/4072778429189341421/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=4072778429189341421" title="3 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/4072778429189341421?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/4072778429189341421?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/YFvJFNsSLHA/erosion-control-river-banks.html" title="Erosion control- River banks" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/-2SsAd9DB4g4/TbgAzCYx47I/AAAAAAAACnU/4x_wq6C8Pus/s72-c/river+bank.jpg" height="72" width="72" /><thr:total>3</thr:total><content type="html">On the river banks prefilled erosion control mats could be used. The mats may be filled with bitumen bound stone chippings, gravel or etc,. prefilled mats
Selecting wider witdhs may be better (5 m wide) (depends on the project)
vegetation can grow through
permanent protection 

&lt;p&gt;&lt;a href="http://feedads.g.doubleclick.net/~a/V4CWQBa_yy1GkD6DRiKj-dp2WIo/0/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/V4CWQBa_yy1GkD6DRiKj-dp2WIo/0/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;br/&gt;
&lt;a href="http://feedads.g.doubleclick.net/~a/V4CWQBa_yy1GkD6DRiKj-dp2WIo/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/V4CWQBa_yy1GkD6DRiKj-dp2WIo/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/YFvJFNsSLHA" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/04/erosion-control-river-banks.html</feedburner:origLink></entry><entry gd:etag="W/&quot;A04ARHY7eCp7ImA9WhZTE0s.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-3471592146758521959</id><published>2011-03-17T06:44:00.000-07:00</published><updated>2011-03-17T06:52:25.800-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-03-17T06:52:25.800-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="geogrid" /><title>Some geogrid types</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/3471592146758521959/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=3471592146758521959" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/3471592146758521959?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/3471592146758521959?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/KOe8_P25PKQ/some-geogrid-types.html" title="Some geogrid types" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://lh5.googleusercontent.com/-zwxJhoSuDcE/TYIQVllEalI/AAAAAAAACk4/16vECg2aCjQ/s72-c/HDPE+high+density+Polyethylene+geogrid.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">













There are a lot of type of geogrids in the market. Depending on the production types, raw materials they may be defined in several categories. Laser welded and polyester/polypropylene bars 
Punched holes in a sheet followed by drawing or stretching (HDPE or PP) 
Polyster woven geogrids with a PVC coating
Added a few photos here showing some of the geogrid types.

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&lt;a href="http://feedads.g.doubleclick.net/~a/bQFmCersezvNQ1y5-0eOi4KSk4A/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/bQFmCersezvNQ1y5-0eOi4KSk4A/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/KOe8_P25PKQ" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/03/some-geogrid-types.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D0YFQnw8cCp7ImA9Wx9bGEQ.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-551025369683796532</id><published>2011-02-28T04:11:00.000-08:00</published><updated>2011-02-28T04:11:53.278-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-02-28T04:11:53.278-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Drainage" /><category scheme="http://www.blogger.com/atom/ns#" term="traditional" /><title>Traditional drainage layers</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/551025369683796532/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=551025369683796532" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/551025369683796532?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/551025369683796532?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/tbrxDcuUu4k/traditional-drainage-layers.html" title="Traditional drainage layers" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://lh6.googleusercontent.com/-59Nhix51Nts/TWuQL7iH0UI/AAAAAAAACi8/iRce9QK6H64/s72-c/traditional+drainage+horizontal.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">To compare with the geocomposite drainage products let's remember the traditional drainage layers :)
Traditional drainage layers are made of graded granular material
the granular filter prevents penetration of fines into the drain (Filtration)
the granular core transports the water in the plain of the filter (Drainage)

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&lt;a href="http://feedads.g.doubleclick.net/~a/TnUHRSy5v3WpbAK0EPwEp7UHbS8/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/TnUHRSy5v3WpbAK0EPwEp7UHbS8/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/tbrxDcuUu4k" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/02/traditional-drainage-layers.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D0cCQHw5eCp7ImA9WhZQE00.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-2523124361648464915</id><published>2011-01-14T02:41:00.000-08:00</published><updated>2011-04-20T06:11:01.220-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-04-20T06:11:01.220-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="soil reinforcement" /><category scheme="http://www.blogger.com/atom/ns#" term="geogrid" /><title>How geogrid works</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/2523124361648464915/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=2523124361648464915" title="2 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/2523124361648464915?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/2523124361648464915?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/N97H-9sxQAY/geogrid-holding-car_14.html" title="How geogrid works" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://img.youtube.com/vi/wQAYQ43lzYQ/default.jpg" height="72" width="72" /><thr:total>2</thr:total><content type="html">
Below a video simply shows how geogrid works.

Ofcourse there are a lot of things to do for design and applications but this video simply explains the supporting power of geogrids.

Take a box and fill it with gravel.
Somebody step on gravel. 
The gravel does not hold the person up.
Then reinforce the gravel with geogrid layers.
Next when you remove the box, you can see that system is supported 
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&lt;a href="http://feedads.g.doubleclick.net/~a/tvMnmcy_ynzvYV-_596LdsIYah8/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/tvMnmcy_ynzvYV-_596LdsIYah8/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/N97H-9sxQAY" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2011/01/geogrid-holding-car_14.html</feedburner:origLink></entry><entry gd:etag="W/&quot;A0AERH8yeCp7ImA9Wx9SEUw.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-6282208007233327841</id><published>2010-11-30T04:18:00.000-08:00</published><updated>2010-11-30T04:21:45.190-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-11-30T04:21:45.190-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="design" /><category scheme="http://www.blogger.com/atom/ns#" term="soil reinforcement" /><category scheme="http://www.blogger.com/atom/ns#" term="retaining wall" /><category scheme="http://www.blogger.com/atom/ns#" term="geogrid" /><title>Soil reinforcement:Materials and design questions</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/6282208007233327841/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=6282208007233327841" title="2 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6282208007233327841?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6282208007233327841?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/l8NrPA0WgAM/soil-reinforcementmaterials-and-design.html" title="Soil reinforcement:Materials and design questions" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://4.bp.blogspot.com/_VLE2evlJwac/TPTrM6-uSiI/AAAAAAAACeA/SsdYh12RoTM/s72-c/geogrid+block+wall.jpg" height="72" width="72" /><thr:total>2</thr:total><content type="html">

- Possible materials for soil reinforcementMost used:
STEEL
POLYMERS (PET, PP, PE-HD, AR, PVA)

- Main design questions: What are the soil-reinforcement interaction parameters ?
What is the long term design strength (TLTDS)of the reinforcement ?

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&lt;a href="http://feedads.g.doubleclick.net/~a/qlv_hIXL2Fsj-UJSDBYRkYHS0Gw/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/qlv_hIXL2Fsj-UJSDBYRkYHS0Gw/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/l8NrPA0WgAM" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/11/soil-reinforcementmaterials-and-design.html</feedburner:origLink></entry><entry gd:etag="W/&quot;A0MDQ3Y8fip7ImA9Wx5UF04.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-1988230489588041989</id><published>2010-10-22T02:24:00.000-07:00</published><updated>2010-10-22T02:24:32.876-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-10-22T02:24:32.876-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Soil Consolidation" /><category scheme="http://www.blogger.com/atom/ns#" term="wickdrain" /><category scheme="http://www.blogger.com/atom/ns#" term="Geocomposites" /><category scheme="http://www.blogger.com/atom/ns#" term="standards" /><category scheme="http://www.blogger.com/atom/ns#" term="datasheet" /><category scheme="http://www.blogger.com/atom/ns#" term="specification" /><title>Standards for prefabricated vertical drains (wickdrains)</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/1988230489588041989/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=1988230489588041989" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1988230489588041989?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1988230489588041989?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/dt28Rrvxq3Q/standards-for-prefabricated-vertical.html" title="Standards for prefabricated vertical drains (wickdrains)" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/TMFX3cgbnqI/AAAAAAAACcs/67YV8B2uIRA/s72-c/typical+datasheet+of+a+wickdrain+product.png" height="72" width="72" /><thr:total>0</thr:total><content type="html">ISO 12958:1999    Geotextiles and geotextile-related products -- Determination of water flow capacity in their plane
ISO 10319:1993   Geotextiles -- Wide-width tensile test
ISO 11058:1999   Geotextiles and geotextile-related products -- Determination of water permeability characteristics normal to the plane, without load
ISO 12956:1999 Geotextiles and geotextile-related products -- Determination 
&lt;p&gt;&lt;a href="http://feedads.g.doubleclick.net/~a/U2mgvXW2Yk5N1CDwoi5UTu-ylXc/0/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/U2mgvXW2Yk5N1CDwoi5UTu-ylXc/0/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;br/&gt;
&lt;a href="http://feedads.g.doubleclick.net/~a/U2mgvXW2Yk5N1CDwoi5UTu-ylXc/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/U2mgvXW2Yk5N1CDwoi5UTu-ylXc/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/dt28Rrvxq3Q" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/10/standards-for-prefabricated-vertical.html</feedburner:origLink></entry><entry gd:etag="W/&quot;A0cHRXs5eyp7ImA9Wx5RFkk.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-8422109911135382071</id><published>2010-08-24T04:23:00.000-07:00</published><updated>2010-08-24T04:23:54.523-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-08-24T04:23:54.523-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="erosion control" /><title>Erosion control - Slopes</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/8422109911135382071/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=8422109911135382071" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8422109911135382071?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8422109911135382071?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/an52I_k3gbs/erosion-control-slopes.html" title="Erosion control - Slopes" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://3.bp.blogspot.com/_VLE2evlJwac/THOrdBkHY4I/AAAAAAAACZo/6705aSmRxVI/s72-c/erosion+mat+slopes.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">Erosion control mat on slopes:
prevent seeds washed away
reinforces root system
repair of heavily eroded areas

&lt;p&gt;&lt;a href="http://feedads.g.doubleclick.net/~a/uE2_F5Lzg_yZaXIk0sLBiS7i0gA/0/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/uE2_F5Lzg_yZaXIk0sLBiS7i0gA/0/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;br/&gt;
&lt;a href="http://feedads.g.doubleclick.net/~a/uE2_F5Lzg_yZaXIk0sLBiS7i0gA/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/uE2_F5Lzg_yZaXIk0sLBiS7i0gA/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/an52I_k3gbs" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/08/erosion-control-slopes.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CUAMRHc9cSp7ImA9WxFaFU4.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-6129052238225295418</id><published>2010-07-19T03:03:00.000-07:00</published><updated>2010-07-19T03:03:05.969-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-07-19T03:03:05.969-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Soil Consolidation" /><category scheme="http://www.blogger.com/atom/ns#" term="wickdrain" /><title>Why use PVD over sand drain</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/6129052238225295418/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=6129052238225295418" title="2 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6129052238225295418?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/6129052238225295418?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/SV1cNoMkJo0/why-use-pvd-over-sand-drain.html" title="Why use PVD over sand drain" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/SIRvY5evlxI/AAAAAAAAA_8/dCFxipgO0mY/s72-c/cdizmit2.jpg" height="72" width="72" /><thr:total>2</thr:total><content type="html">Why use PVD (Prefabricated vertical drain) over sand drainInstallation of PVDs typically 6,000 linear meters per day (depending on the soil and the machine used it changes from 2000 to 8000) and result in a lower project cost.
No (or less) risk of PVDs breaking during installation - sand drains can have discontinuities if mandril is withdrawn too fast.
No (or less) risk of shear failure of PVDs 
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&lt;a href="http://feedads.g.doubleclick.net/~a/yWhio0lIBjv2I-OO7JrMExNmglE/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/yWhio0lIBjv2I-OO7JrMExNmglE/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/SV1cNoMkJo0" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/07/why-use-pvd-over-sand-drain.html</feedburner:origLink></entry><entry gd:etag="W/&quot;C0cDSHc9fSp7ImA9WxFUF04.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-7175059700756416806</id><published>2010-06-28T06:17:00.000-07:00</published><updated>2010-06-28T06:17:59.965-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-06-28T06:17:59.965-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Geomembrane" /><category scheme="http://www.blogger.com/atom/ns#" term="design" /><category scheme="http://www.blogger.com/atom/ns#" term="waste disposal" /><category scheme="http://www.blogger.com/atom/ns#" term="landfill" /><title>Extra volume in waste containment</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/7175059700756416806/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=7175059700756416806" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/7175059700756416806?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/7175059700756416806?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/sdRjX7znV68/extra-volume-in-waste-containment.html" title="Extra volume in waste containment" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://1.bp.blogspot.com/_VLE2evlJwac/TCiggFkOHKI/AAAAAAAACYY/h_22TxTMr4c/s72-c/waste+containment+traditional.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">In the construction of waste containments there is an economic advantage of using geosynthetics products.
As seen in the first picture if you use traditional clay and gravel layers in the landfill you can have about 5000 m3 of volume.

But as seen in the second picture if geosynthetics materials are used in the waste disposal area a gain of extra volume will be about 300 m3 with an increase of 
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&lt;a href="http://feedads.g.doubleclick.net/~a/zw_Bg_xmgsVmKJJ7zz4C38zc_Ak/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/zw_Bg_xmgsVmKJJ7zz4C38zc_Ak/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/sdRjX7znV68" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/06/extra-volume-in-waste-containment.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D08DQnYzcSp7ImA9WxFXF00.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-8655482030983937650</id><published>2010-05-24T05:44:00.000-07:00</published><updated>2010-05-24T05:57:53.889-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-05-24T05:57:53.889-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="lost shuttering" /><category scheme="http://www.blogger.com/atom/ns#" term="basement" /><category scheme="http://www.blogger.com/atom/ns#" term="Drainage" /><title>Composite drainage for lost shuttering</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/8655482030983937650/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=8655482030983937650" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8655482030983937650?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8655482030983937650?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/lqfXif5GqIk/composite-drainage-for-lost-shuttering.html" title="Composite drainage for lost shuttering" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://3.bp.blogspot.com/_VLE2evlJwac/S_p2_RlVh0I/AAAAAAAACXI/8DuQl4aAulc/s72-c/lost+shuttering.JPG" height="72" width="72" /><thr:total>0</thr:total><content type="html">Some geocomposite drainage products may be used as lost shuttering also.
The drainage composites which have a cement milk-proof layer on one side, made of PVC layer (nonwoven coated with a PP film) could be used for lost shuttering. 

Application
1 side PVC geocomposite drains can be used as lost shuttering when installed against the foundation wall of the adjacent building, a bored pile wall, a 
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&lt;a href="http://feedads.g.doubleclick.net/~a/Qp0LuxP4iHjCZveflfAI0NYLNrQ/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/Qp0LuxP4iHjCZveflfAI0NYLNrQ/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/lqfXif5GqIk" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/05/composite-drainage-for-lost-shuttering.html</feedburner:origLink></entry><entry gd:etag="W/&quot;A0cBRn8-cCp7ImA9Wx9UEUo.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-5651552467670212101</id><published>2010-03-17T09:09:00.001-07:00</published><updated>2011-02-08T07:30:57.158-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-02-08T07:30:57.158-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Roof garden" /><category scheme="http://www.blogger.com/atom/ns#" term="Geocomposites" /><category scheme="http://www.blogger.com/atom/ns#" term="design" /><category scheme="http://www.blogger.com/atom/ns#" term="waterproofing" /><category scheme="http://www.blogger.com/atom/ns#" term="landscaping" /><category scheme="http://www.blogger.com/atom/ns#" term="do it yourself" /><category scheme="http://www.blogger.com/atom/ns#" term="Geotextile" /><category scheme="http://www.blogger.com/atom/ns#" term="garden" /><title>Typical roof garden sections</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/5651552467670212101/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=5651552467670212101" title="4 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/5651552467670212101?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/5651552467670212101?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/ATdgKb6vBHU/typical-roof-garden-sections.html" title="Typical roof garden sections" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://1.bp.blogspot.com/_VLE2evlJwac/S6D_hNMqwWI/AAAAAAAACPc/EKA8-tQIexk/s72-c/roof+garden+section.jpg" height="72" width="72" /><thr:total>4</thr:total><content type="html">Below 2 typical roof garden sections. These are only to give an idea. Of course the designs change depending on the needs in the project.The upper with conventional design. For drainage 2 nonwoven geotextile (filter fabric) layer and gravel in between were used on top of the waterproofing layer. (mineral drainage layer) Heavy and cost more to take the gravel to the roof. Bigger load on the 
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&lt;a href="http://feedads.g.doubleclick.net/~a/XKFACgfv8NGiNpLW1sdBiBVas-c/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/XKFACgfv8NGiNpLW1sdBiBVas-c/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/ATdgKb6vBHU" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/03/typical-roof-garden-sections.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CE4NQ3wycSp7ImA9WxBUEUw.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-8479528340483748446</id><published>2010-02-25T07:34:00.000-08:00</published><updated>2010-02-25T07:49:52.299-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-02-25T07:49:52.299-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="soil reinforcement" /><category scheme="http://www.blogger.com/atom/ns#" term="retaining wall" /><category scheme="http://www.blogger.com/atom/ns#" term="geogrid" /><title>Advantages of using uniaxial geogrids in reinforced soil retaining walls</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/8479528340483748446/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=8479528340483748446" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8479528340483748446?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8479528340483748446?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/W5NzNb-XcmI/advantages-of-using-uniaxial-geogrids.html" title="Advantages of using uniaxial geogrids in reinforced soil retaining walls" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://4.bp.blogspot.com/_VLE2evlJwac/S4abVSo2CgI/AAAAAAAACNk/QPnbdrEmd_E/s72-c/reinforced+wall.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">Advantages of using uniaxial geogrids in reinforced soil retaining walls, can be listed as follows:Fast construction in all weather conditions No mortar, dry built Optimal utilization of landFree design support (almost all the companies supply)Aesthetics: impressive &amp;amp; stylish designs Versatility &amp;amp; flexibilityCost efficiency Durability, resistance to environmental influencesAccredited by 
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&lt;a href="http://feedads.g.doubleclick.net/~a/-7GCwXbo4L6RBsTk2iRlOO_Zf4g/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/-7GCwXbo4L6RBsTk2iRlOO_Zf4g/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/W5NzNb-XcmI" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/02/advantages-of-using-uniaxial-geogrids.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CUUMSXs5eSp7ImA9WxBXFE8.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-1539065653305252795</id><published>2010-01-25T04:30:00.000-08:00</published><updated>2010-01-25T04:41:28.521-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2010-01-25T04:41:28.521-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="erosion control" /><category scheme="http://www.blogger.com/atom/ns#" term="Geosynthetics" /><category scheme="http://www.blogger.com/atom/ns#" term="garden" /><title>How does erosion control mat function?</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/1539065653305252795/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=1539065653305252795" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1539065653305252795?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1539065653305252795?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/7WCzwd3lCKM/how-does-erosion-control-mat-function.html" title="How does erosion control mat function?" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/S12QxF4eA9I/AAAAAAAACJk/iE7sRtO3Jic/s72-c/erosion+control.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">Geosynthetic erosion control mats help nature to establish a natural, vegetation cover, as it : acts as an artificial root-systemholds soil particles and seedsreduces water and wind velocitiescreates a micro-climate and favours germination of seeds and growthreinforces the vegetation cover in the root-zone
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&lt;a href="http://feedads.g.doubleclick.net/~a/_QoLZIaj1Zi-24pcPDeSeHfZdks/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/_QoLZIaj1Zi-24pcPDeSeHfZdks/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/7WCzwd3lCKM" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2010/01/how-does-erosion-control-mat-function.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CkACQXs_fyp7ImA9WxBREEQ.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-2656158754040693268</id><published>2009-12-29T04:33:00.000-08:00</published><updated>2009-12-29T04:46:00.547-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2009-12-29T04:46:00.547-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Soil Consolidation" /><category scheme="http://www.blogger.com/atom/ns#" term="wickdrain" /><category scheme="http://www.blogger.com/atom/ns#" term="soil stabilization" /><title>Principle installation of PVD</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/2656158754040693268/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=2656158754040693268" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/2656158754040693268?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/2656158754040693268?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/NtkreC9QRi4/principle-installation-of-pvd.html" title="Principle installation of PVD" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://1.bp.blogspot.com/_VLE2evlJwac/Szn5hm6fedI/AAAAAAAACH0/tibso0wXQ7Q/s72-c/vertical+drain+installation.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html">Principle installation of Prefabricated Vertical drainsSpecialized rigMandrill supported inside a leader held by crane or hydraulic excavator Mandrill pushed into soil by chains/cables driven by hydraulic engines.PVD installed inside a mandrillRhombic mandrill less disturbance (Often rectangular mandrill)
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&lt;a href="http://feedads.g.doubleclick.net/~a/rOXiXaDFJh7fWTr5mJgmnI6qx08/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/rOXiXaDFJh7fWTr5mJgmnI6qx08/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/NtkreC9QRi4" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2009/12/principle-installation-of-pvd.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CkENQXs6fyp7ImA9WxNbGUQ.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-7277072003570286808</id><published>2009-11-23T07:24:00.001-08:00</published><updated>2009-11-23T07:38:10.517-08:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2009-11-23T07:38:10.517-08:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Geomembrane" /><category scheme="http://www.blogger.com/atom/ns#" term="waste disposal" /><category scheme="http://www.blogger.com/atom/ns#" term="landfill" /><title>Layers of a landfill</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/7277072003570286808/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=7277072003570286808" title="1 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/7277072003570286808?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/7277072003570286808?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/r_ugO0TXRuE/layers-of-landfill.html" title="Layers of a landfill" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/SwqpYtZLu-I/AAAAAAAACFM/ULivSXb9sDM/s72-c/Typical+cross+section+of+a+landfill.jpg" height="72" width="72" /><thr:total>1</thr:total><content type="html"> From bottom to top layers: Waste Leveling layer : Levels the top of the waste dump. Forms a foundation layer for the capping construction. Gas conducting layer : Ensures controlled removal of the gas rising to the surface of the dump. Impermeable seal : Stops the escape of gas and prevents the influx of (rain) water. Drainage layer : Removes excess (rain) water. Vegetation layer : Permits 
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&lt;a href="http://feedads.g.doubleclick.net/~a/IMCaQhua5c8EiS2ckDXgJ1BarrM/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/IMCaQhua5c8EiS2ckDXgJ1BarrM/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/r_ugO0TXRuE" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2009/11/layers-of-landfill.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D0QMQnozeCp7ImA9WxNWE0g.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-8815272160034072673</id><published>2009-10-12T06:33:00.000-07:00</published><updated>2009-10-12T06:49:43.480-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2009-10-12T06:49:43.480-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Drainage" /><title>Reasons for drainage</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/8815272160034072673/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=8815272160034072673" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8815272160034072673?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/8815272160034072673?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/CSh97i0zxIU/reasons-for-drainage.html" title="Reasons for drainage" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><thr:total>0</thr:total><content type="html">Reduce and eliminate hydraulic pressure against structures:increase stability of geotechnical structure in case of a retaining wallreduce the weight on the structure in case of flat roofsincrease stability of cover layer in case of capping of a landfillaccelerate consolidation of soils in case of Prefabricated Vertical Drains (PVD’s)Prevent leakage through a subsoil wallcellar wallsunderground 
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&lt;a href="http://feedads.g.doubleclick.net/~a/WXUQ8ouvLf5CHYmATi-XsSOAepk/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/WXUQ8ouvLf5CHYmATi-XsSOAepk/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/CSh97i0zxIU" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2009/10/reasons-for-drainage.html</feedburner:origLink></entry><entry gd:etag="W/&quot;CkMERn06cSp7ImA9WxNQEk0.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-3085604573218492267</id><published>2009-09-17T08:04:00.000-07:00</published><updated>2009-09-17T08:13:27.319-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2009-09-17T08:13:27.319-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="Roof garden" /><category scheme="http://www.blogger.com/atom/ns#" term="landscaping" /><category scheme="http://www.blogger.com/atom/ns#" term="garden" /><title>Roof Gardens and Green roofs</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/3085604573218492267/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=3085604573218492267" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/3085604573218492267?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/3085604573218492267?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/swknl5qaakA/roof-gardens-and-green-roofs.html" title="Roof Gardens and Green roofs" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/SrJQajp3JeI/AAAAAAAACBc/4ohKVZYZ9A4/s72-c/roof+garden+grass.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html">  Two systems - Two purposesRoof gardens: To be used as a garden with rich vegetation on a thick layer of soil requires maintenanceGreen Roofs: environment-friendly roof with a thin vegetal cover  not to be used as garden  low maintenance vegetation (mosses,sedums, herbs) on a thin layer oflightweight substrate
&lt;p&gt;&lt;a href="http://feedads.g.doubleclick.net/~a/DEI5QwcFssTPi17EPT3brGUX2aA/0/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/DEI5QwcFssTPi17EPT3brGUX2aA/0/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;br/&gt;
&lt;a href="http://feedads.g.doubleclick.net/~a/DEI5QwcFssTPi17EPT3brGUX2aA/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/DEI5QwcFssTPi17EPT3brGUX2aA/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/swknl5qaakA" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2009/09/roof-gardens-and-green-roofs.html</feedburner:origLink></entry><entry gd:etag="W/&quot;DUIBSXk6cSp7ImA9WxNSE0s.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-112771385924545962</id><published>2009-08-27T02:54:00.000-07:00</published><updated>2009-08-27T03:05:58.719-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2009-08-27T03:05:58.719-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="road construction" /><category scheme="http://www.blogger.com/atom/ns#" term="Geocomposites" /><category scheme="http://www.blogger.com/atom/ns#" term="soil reinforcement" /><category scheme="http://www.blogger.com/atom/ns#" term="Geosynthetics" /><category scheme="http://www.blogger.com/atom/ns#" term="geogrid" /><category scheme="http://www.blogger.com/atom/ns#" term="Geotextile" /><category scheme="http://www.blogger.com/atom/ns#" term="construction" /><title>Multifunctional geogrids</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/112771385924545962/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=112771385924545962" title="0 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/112771385924545962?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/112771385924545962?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/ThE81GcrJhA/multifunctional-geogrids.html" title="Multifunctional geogrids" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://2.bp.blogspot.com/_VLE2evlJwac/SpZaMpWzSYI/AAAAAAAAB_s/kOltY05Ph-E/s72-c/enkagrid+TRC.jpg" height="72" width="72" /><thr:total>0</thr:total><content type="html"> grid embedded in nonwoven filter layersOne-step easy installation Optimal interaction with the sub-gradeHigh modulus, low strain (Enkagrid TRC)Geogrid and nonwoven geotextile togetherFunctions:Stabilization+ Filtration+ Separation
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&lt;a href="http://feedads.g.doubleclick.net/~a/aj0sNSa6zEJE4tllEDdXb2XrwPk/1/da"&gt;&lt;img src="http://feedads.g.doubleclick.net/~a/aj0sNSa6zEJE4tllEDdXb2XrwPk/1/di" border="0" ismap="true"&gt;&lt;/img&gt;&lt;/a&gt;&lt;/p&gt;&lt;img src="http://feeds.feedburner.com/~r/GeosyntheticsWorld/~4/ThE81GcrJhA" height="1" width="1"/&gt;</content><feedburner:origLink>http://www.geosyntheticsworld.com/2009/08/multifunctional-geogrids.html</feedburner:origLink></entry><entry gd:etag="W/&quot;D0IDRn8zcSp7ImA9WhZQGU0.&quot;"><id>tag:blogger.com,1999:blog-266286476285997746.post-1098632495605163154</id><published>2009-07-21T05:35:00.000-07:00</published><updated>2011-04-27T04:59:37.189-07:00</updated><app:edited xmlns:app="http://www.w3.org/2007/app">2011-04-27T04:59:37.189-07:00</app:edited><category scheme="http://www.blogger.com/atom/ns#" term="erosion control" /><category scheme="http://www.blogger.com/atom/ns#" term="landscaping" /><category scheme="http://www.blogger.com/atom/ns#" term="garden" /><title>Geosynthetics erosion mats-Fields of applications</title><link rel="replies" type="application/atom+xml" href="http://www.geosyntheticsworld.com/feeds/1098632495605163154/comments/default" title="Post Comments" /><link rel="replies" type="text/html" href="http://www.blogger.com/comment.g?blogID=266286476285997746&amp;postID=1098632495605163154" title="2 Comments" /><link rel="edit" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1098632495605163154?v=2" /><link rel="self" type="application/atom+xml" href="http://www.blogger.com/feeds/266286476285997746/posts/default/1098632495605163154?v=2" /><link rel="alternate" type="text/html" href="http://feedproxy.google.com/~r/GeosyntheticsWorld/~3/FgeT26893DE/geosynthetics-erosion-mats-fields-of.html" title="Geosynthetics erosion mats-Fields of applications" /><author><name>imhkki</name><uri>http://www.blogger.com/profile/09602765903946281773</uri><email>noreply@blogger.com</email><gd:image rel="http://schemas.google.com/g/2005#thumbnail" width="31" height="32" src="http://2.bp.blogspot.com/_VLE2evlJwac/TPUCIJj-anI/AAAAAAAACeE/WhETeS31xdM/S220/agfa%2Bsilette%2Brapid%2Bwith%2Bflash.jpg" /></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="http://4.bp.blogspot.com/_VLE2evlJwac/SmXDMDF0bNI/AAAAAAAAB-Y/BvTdUzLbABs/s72-c/flowered+river+slopes.jpg" height="72" width="72" /><thr:total>2</thr:total><content type="html">
Fields of application of erosion control geosynthetic mats
erosion prevention for embankments and slopes
protection of riverbanks against erosion
support of vegetation on steep slopes and geomembranes

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