<?xml version='1.0' encoding='UTF-8'?><?xml-stylesheet href="http://www.blogger.com/styles/atom.css" type="text/css"?><feed xmlns='http://www.w3.org/2005/Atom' xmlns:openSearch='http://a9.com/-/spec/opensearchrss/1.0/' xmlns:georss='http://www.georss.org/georss' xmlns:gd='http://schemas.google.com/g/2005' xmlns:thr='http://purl.org/syndication/thread/1.0'><id>tag:blogger.com,1999:blog-902313468490427407</id><updated>2011-11-27T15:20:42.131-08:00</updated><category term='reinforced'/><category term='Geosynthetics Terminology'/><category term='steep slope'/><category term='embankment'/><category term='Geosynthetics'/><category term='softsoil'/><category term='retaining wall'/><category term='Terminology'/><category term='flexible pavement'/><category term='geogrid'/><title type='text'>Geosynthetics Knowledge Center</title><subtitle type='html'>Knowledge center of geosynthetics related with Civil Engineering</subtitle><link rel='http://schemas.google.com/g/2005#feed' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/posts/default'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default?max-results=100'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/'/><link rel='hub' href='http://pubsubhubbub.appspot.com/'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><generator version='7.00' uri='http://www.blogger.com'>Blogger</generator><openSearch:totalResults>6</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>100</openSearch:itemsPerPage><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-9002717549212908691</id><published>2007-03-08T17:35:00.000-08:00</published><updated>2007-03-08T18:22:46.278-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='Geosynthetics'/><category scheme='http://www.blogger.com/atom/ns#' term='retaining wall'/><title type='text'>Reinforced Retaining Wall</title><summary type='text'>ConceptRetaining walls are required where a soil slope is uneconomical or not technicallyfeasible. When compared with conventional retaining structures, walls with reinforcedbackfills offer significant advantages. They are very cost effective, especially for  higher walls. Furthermore, these systems are more flexible than conventional earth retaining walls such as reinforced concrete cantilever </summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/9002717549212908691/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=9002717549212908691&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/9002717549212908691'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/9002717549212908691'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/03/concept-retaining-walls-are-required.html' title='Reinforced Retaining Wall'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-6363275574137786222</id><published>2007-03-04T18:05:00.001-08:00</published><updated>2007-03-08T18:13:41.504-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='reinforced'/><category scheme='http://www.blogger.com/atom/ns#' term='steep slope'/><title type='text'>Reinforced Steep Slope (with geosynthetics)</title><summary type='text'>Concept  The first use of geosynthetics for the stabilization of steep slopes was for the reinstatement of failed slopes.  Cost savings resulted because the slide debris could be reused in the repaired slope (together with geosynthetic reinforcement), rather than importing select materials to reconstruct the slope. Even if foundation conditions are satisfactory, costs of fill and right-of-way </summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/6363275574137786222/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=6363275574137786222&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/6363275574137786222'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/6363275574137786222'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/03/reinforced-steep-slope-with.html' title='Reinforced Steep Slope (with geosynthetics)'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-6661077882122806916</id><published>2007-03-04T17:42:00.000-08:00</published><updated>2007-03-08T18:14:50.084-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='reinforced'/><category scheme='http://www.blogger.com/atom/ns#' term='embankment'/><category scheme='http://www.blogger.com/atom/ns#' term='softsoil'/><title type='text'>Reinforced Embankment on Soft Foundation (Using Geosynthetics)</title><summary type='text'>ConceptThe design and construction of embankments on soft foundation soils is a very challenging geotechnical problem.  As noted by Leroueil and Rowe (2001), successful projects require a thorough subsurface investigation, properties determination, and settlement and stability analyses.  If the settlements are too large or instability is likely, then some type of foundation soil improvement is </summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/6661077882122806916/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=6661077882122806916&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/6661077882122806916'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/6661077882122806916'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/03/reinforced-embankment-on-soft.html' title='Reinforced Embankment on Soft Foundation (Using Geosynthetics)'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-4985203032967556310</id><published>2007-03-01T22:54:00.000-08:00</published><updated>2007-03-02T01:39:48.311-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='flexible pavement'/><category scheme='http://www.blogger.com/atom/ns#' term='geogrid'/><title type='text'>Using Geogrid in Flexible Pavement</title><summary type='text'>Geogrid technology has developed steadily since the products werefirst introduced in the early 1980’s. The initial geogrid products rapidlygained popularity within the civil engineering industry, principallydue to their ability to provide simple, cost-effective solutions in variousroadway and grade separation applications.They have gained widespread acceptance over the last 25 yearsas a solution </summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/4985203032967556310/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=4985203032967556310&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/4985203032967556310'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/4985203032967556310'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/03/using-geogrid-in-flexible-pavement.html' title='Using Geogrid in Flexible Pavement'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-2026335985963626638</id><published>2007-02-28T17:32:00.000-08:00</published><updated>2007-02-28T23:54:25.033-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='Terminology'/><category scheme='http://www.blogger.com/atom/ns#' term='Geosynthetics'/><title type='text'>Geosynthetics Terminology</title><summary type='text'>Bituminous geomembrane : see Geomembrane, bituminous.Bonded geogrid : see Geogrid, bonded.Drainage composite : see Geocomposite drain.Elastomeric geomembrane : see Geomembrane, elastomeric.Electrokinetic geosynthetic : A composite material which may provide filtration, drainage, reinforcement in addition to electrical conduction.Extruded geogrid : see Geogrid, extruded.Geoarmour : A permeable </summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/2026335985963626638/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=2026335985963626638&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/2026335985963626638'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/2026335985963626638'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/02/geosynthetics-terminolgy.html' title='Geosynthetics Terminology'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-902313468490427407.post-4199685575936989699</id><published>2007-02-28T17:12:00.000-08:00</published><updated>2007-02-28T18:15:06.577-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='Geosynthetics Terminology'/><title type='text'>Fundamental of Geosynthetics</title><summary type='text'>DefinitionGeosynthetics is the catch all term used to describe a range of generally synthetic products used to solve geotechnical problems. The term is generally regarded to encompass four main products: geotextiles, geonets/geogrids, geomembranes and geocomposites. The synthetic nature of the products make them suitable for use in the ground where high levels of durability are required. Needless</summary><link rel='replies' type='application/atom+xml' href='http://geosintetik.blogspot.com/feeds/4199685575936989699/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=902313468490427407&amp;postID=4199685575936989699&amp;isPopup=true' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/4199685575936989699'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/902313468490427407/posts/default/4199685575936989699'/><link rel='alternate' type='text/html' href='http://geosintetik.blogspot.com/2007/02/fundamental-of-geosynthetics.html' title='Fundamental of Geosynthetics'/><author><name>Web Admin</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry></feed>
