Loading…

Installation Stress in Prefabricated Vertical Drains

Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installa...

Full description

Saved in:
Bibliographic Details
Published in:Journal of geotechnical and geoenvironmental engineering 2003-09, Vol.129 (9), p.858-860
Main Authors: Karunaratne, G. P, Chew, S. H, Leong, K. W, Wong, W. K, Lim, L. H, Yeo, K. S, Hee, A. M
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73
cites cdi_FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73
container_end_page 860
container_issue 9
container_start_page 858
container_title Journal of geotechnical and geoenvironmental engineering
container_volume 129
creator Karunaratne, G. P
Chew, S. H
Leong, K. W
Wong, W. K
Lim, L. H
Yeo, K. S
Hee, A. M
description Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.
doi_str_mv 10.1061/(ASCE)1090-0241(2003)129:9(858)
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27907556</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>27907556</sourcerecordid><originalsourceid>FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73</originalsourceid><addsrcrecordid>eNp9kEFPAjEQhRujiYj-h72ocFid2XbbrQcTgoAoiSao8daU3W6yBHaxXQ7-e1uBeLOH6Tu8vHnzEXKNcIPA8bY3mA9HfQQJMSQMewkA7WMi72QvS7P-EemgZDROOfBjrw--U3Lm3BIAGGRJh7Bp7Vq9Wum2aupo3lrjXFTV0as1pV7YKtetKaIPY1svV9GD1VXtzslJqVfOXOz_Lnkfj96Gj_HsZTIdDmaxZghtXCa5BmQm1YVgvKAFZZnIyzwpzAKRG4QMKTAqpC6ploZR5DwBUQiRMSgF7ZKrXe7GNl9b41q1rlxufNvaNFunEiFBpCn3xvudMbeNc7662thqre23QlCBllKBlgoUVKCgAi3laSmpPC0fcLnfpJ2_s7S6ziv3l5IC41kaGn3ufN5m1LLZ2toDUE-TyWj87KH6RAgvTJ_7q_HQ4f8KPxNDgW8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27907556</pqid></control><display><type>article</type><title>Installation Stress in Prefabricated Vertical Drains</title><source>ASCE_美国土木工程师学会期刊</source><creator>Karunaratne, G. P ; Chew, S. H ; Leong, K. W ; Wong, W. K ; Lim, L. H ; Yeo, K. S ; Hee, A. M</creator><creatorcontrib>Karunaratne, G. P ; Chew, S. H ; Leong, K. W ; Wong, W. K ; Lim, L. H ; Yeo, K. S ; Hee, A. M</creatorcontrib><description>Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.</description><identifier>ISSN: 1090-0241</identifier><identifier>EISSN: 1943-5606</identifier><identifier>DOI: 10.1061/(ASCE)1090-0241(2003)129:9(858)</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Construction (buildings and works) ; Exact sciences and technology ; Geotechnics ; Prefabricated structure ; Stresses. Safety ; Structural analysis. Stresses ; Structure-soil interaction ; TECHNICAL NOTES ; Water effect, drainage, ground water lowering, filtration</subject><ispartof>Journal of geotechnical and geoenvironmental engineering, 2003-09, Vol.129 (9), p.858-860</ispartof><rights>Copyright © 2003 American Society of Civil Engineers</rights><rights>2003 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73</citedby><cites>FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)1090-0241(2003)129:9(858)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2003)129:9(858)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>315,786,790,3271,10094,27957,27958,76549,76557</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=15046857$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Karunaratne, G. P</creatorcontrib><creatorcontrib>Chew, S. H</creatorcontrib><creatorcontrib>Leong, K. W</creatorcontrib><creatorcontrib>Wong, W. K</creatorcontrib><creatorcontrib>Lim, L. H</creatorcontrib><creatorcontrib>Yeo, K. S</creatorcontrib><creatorcontrib>Hee, A. M</creatorcontrib><title>Installation Stress in Prefabricated Vertical Drains</title><title>Journal of geotechnical and geoenvironmental engineering</title><description>Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Prefabricated structure</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structure-soil interaction</subject><subject>TECHNICAL NOTES</subject><subject>Water effect, drainage, ground water lowering, filtration</subject><issn>1090-0241</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNp9kEFPAjEQhRujiYj-h72ocFid2XbbrQcTgoAoiSao8daU3W6yBHaxXQ7-e1uBeLOH6Tu8vHnzEXKNcIPA8bY3mA9HfQQJMSQMewkA7WMi72QvS7P-EemgZDROOfBjrw--U3Lm3BIAGGRJh7Bp7Vq9Wum2aupo3lrjXFTV0as1pV7YKtetKaIPY1svV9GD1VXtzslJqVfOXOz_Lnkfj96Gj_HsZTIdDmaxZghtXCa5BmQm1YVgvKAFZZnIyzwpzAKRG4QMKTAqpC6ploZR5DwBUQiRMSgF7ZKrXe7GNl9b41q1rlxufNvaNFunEiFBpCn3xvudMbeNc7662thqre23QlCBllKBlgoUVKCgAi3laSmpPC0fcLnfpJ2_s7S6ziv3l5IC41kaGn3ufN5m1LLZ2toDUE-TyWj87KH6RAgvTJ_7q_HQ4f8KPxNDgW8</recordid><startdate>20030901</startdate><enddate>20030901</enddate><creator>Karunaratne, G. P</creator><creator>Chew, S. H</creator><creator>Leong, K. W</creator><creator>Wong, W. K</creator><creator>Lim, L. H</creator><creator>Yeo, K. S</creator><creator>Hee, A. M</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20030901</creationdate><title>Installation Stress in Prefabricated Vertical Drains</title><author>Karunaratne, G. P ; Chew, S. H ; Leong, K. W ; Wong, W. K ; Lim, L. H ; Yeo, K. S ; Hee, A. M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Prefabricated structure</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><topic>TECHNICAL NOTES</topic><topic>Water effect, drainage, ground water lowering, filtration</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Karunaratne, G. P</creatorcontrib><creatorcontrib>Chew, S. H</creatorcontrib><creatorcontrib>Leong, K. W</creatorcontrib><creatorcontrib>Wong, W. K</creatorcontrib><creatorcontrib>Lim, L. H</creatorcontrib><creatorcontrib>Yeo, K. S</creatorcontrib><creatorcontrib>Hee, A. M</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Karunaratne, G. P</au><au>Chew, S. H</au><au>Leong, K. W</au><au>Wong, W. K</au><au>Lim, L. H</au><au>Yeo, K. S</au><au>Hee, A. M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Installation Stress in Prefabricated Vertical Drains</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2003-09-01</date><risdate>2003</risdate><volume>129</volume><issue>9</issue><spage>858</spage><epage>860</epage><pages>858-860</pages><issn>1090-0241</issn><eissn>1943-5606</eissn><notes>ObjectType-Article-2</notes><notes>SourceType-Scholarly Journals-1</notes><notes>ObjectType-Feature-1</notes><notes>content type line 23</notes><abstract>Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1090-0241(2003)129:9(858)</doi><tpages>3</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1090-0241
ispartof Journal of geotechnical and geoenvironmental engineering, 2003-09, Vol.129 (9), p.858-860
issn 1090-0241
1943-5606
language eng
recordid cdi_proquest_miscellaneous_27907556
source ASCE_美国土木工程师学会期刊
subjects Applied sciences
Building structure
Buildings. Public works
Construction (buildings and works)
Exact sciences and technology
Geotechnics
Prefabricated structure
Stresses. Safety
Structural analysis. Stresses
Structure-soil interaction
TECHNICAL NOTES
Water effect, drainage, ground water lowering, filtration
title Installation Stress in Prefabricated Vertical Drains
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-09-21T13%3A53%3A58IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Installation%20Stress%20in%20Prefabricated%20Vertical%20Drains&rft.jtitle=Journal%20of%20geotechnical%20and%20geoenvironmental%20engineering&rft.au=Karunaratne,%20G.%20P&rft.date=2003-09-01&rft.volume=129&rft.issue=9&rft.spage=858&rft.epage=860&rft.pages=858-860&rft.issn=1090-0241&rft.eissn=1943-5606&rft_id=info:doi/10.1061/(ASCE)1090-0241(2003)129:9(858)&rft_dat=%3Cproquest_cross%3E27907556%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a410t-f2ca014e5ad746d3d3487cfc2deb116e1081304379af3a9e43166207d77840f73%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=27907556&rft_id=info:pmid/&rfr_iscdi=true