Bearing Capacity Tests on Reinforced Sand Subgrades
Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. T...
Gespeichert in:
Veröffentlicht in: | Journal of geotechnical engineering 1986-07, Vol.112 (7), p.701-706 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 706 |
---|---|
container_issue | 7 |
container_start_page | 701 |
container_title | Journal of geotechnical engineering |
container_volume | 112 |
creator | Verma, B. P Char, A. N. R |
description | Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements. |
doi_str_mv | 10.1061/(ASCE)0733-9410(1986)112:7(701) |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_23973201</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>23973201</sourcerecordid><originalsourceid>FETCH-LOGICAL-a432t-29194708edc9646e15dda7003c329da1602d2138269943aa7c30831abc5393cc3</originalsourceid><addsrcrecordid>eNp9kF1LwzAUhoMoOD_-Qy9Et4vqOUnbNF4Ic86pDAU3QbwJxzSTjq2dyXrhvzfd1EsD-bh4eM-bh7EzhHOEDC-6_clg2AMpRKwShC6qPOsh8kvZlYC9HdZBlSRxLrJ8l3X-uH124P0cgGOaJh0mri25svqIBrQiU66_oqn1ax_VVfRsy2pWO2OLaEJVOJr3D0eF9Udsb0YLb49_7kP2cjucDu7i8dPoftAfx5QIvo65CgUk5LYwKksyi2lRkAQQRnBVEGbAC44i55lSiSCSRkAukN5NKpQwRhyy023uytWfTaill6U3drGgytaN11woKThgAK-2oHG1987O9MqVS3JfGkG3srRuZelWgm4l6FaWDrK01HITcPIzibyhxcxRZUr_l5JLqWSeBOx1iwXK6nnduCr8Xz-Mho83bwAQAqFdcrNx88bfCv83-Aa_aIAK</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>23973201</pqid></control><display><type>article</type><title>Bearing Capacity Tests on Reinforced Sand Subgrades</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Verma, B. P ; Char, A. N. R</creator><creatorcontrib>Verma, B. P ; Char, A. N. R</creatorcontrib><description>Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements.</description><identifier>ISSN: 0733-9410</identifier><identifier>EISSN: 1944-8368</identifier><identifier>DOI: 10.1061/(ASCE)0733-9410(1986)112:7(701)</identifier><identifier>CODEN: JGENDZ</identifier><language>eng</language><publisher>New York, NY: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Geotechnics ; Stabilization. Consolidation ; TECHNICAL PAPERS</subject><ispartof>Journal of geotechnical engineering, 1986-07, Vol.112 (7), p.701-706</ispartof><rights>Copyright © 1986 ASCE</rights><rights>1986 INIST-CNRS</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a432t-29194708edc9646e15dda7003c329da1602d2138269943aa7c30831abc5393cc3</citedby><cites>FETCH-LOGICAL-a432t-29194708edc9646e15dda7003c329da1602d2138269943aa7c30831abc5393cc3</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)0733-9410(1986)112:7(701)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9410(1986)112:7(701)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,75964,75972</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=8779784$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Verma, B. P</creatorcontrib><creatorcontrib>Char, A. N. R</creatorcontrib><title>Bearing Capacity Tests on Reinforced Sand Subgrades</title><title>Journal of geotechnical engineering</title><description>Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Stabilization. Consolidation</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9410</issn><issn>1944-8368</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1986</creationdate><recordtype>article</recordtype><recordid>eNp9kF1LwzAUhoMoOD_-Qy9Et4vqOUnbNF4Ic86pDAU3QbwJxzSTjq2dyXrhvzfd1EsD-bh4eM-bh7EzhHOEDC-6_clg2AMpRKwShC6qPOsh8kvZlYC9HdZBlSRxLrJ8l3X-uH124P0cgGOaJh0mri25svqIBrQiU66_oqn1ax_VVfRsy2pWO2OLaEJVOJr3D0eF9Udsb0YLb49_7kP2cjucDu7i8dPoftAfx5QIvo65CgUk5LYwKksyi2lRkAQQRnBVEGbAC44i55lSiSCSRkAukN5NKpQwRhyy023uytWfTaill6U3drGgytaN11woKThgAK-2oHG1987O9MqVS3JfGkG3srRuZelWgm4l6FaWDrK01HITcPIzibyhxcxRZUr_l5JLqWSeBOx1iwXK6nnduCr8Xz-Mho83bwAQAqFdcrNx88bfCv83-Aa_aIAK</recordid><startdate>19860701</startdate><enddate>19860701</enddate><creator>Verma, B. P</creator><creator>Char, A. N. R</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>19860701</creationdate><title>Bearing Capacity Tests on Reinforced Sand Subgrades</title><author>Verma, B. P ; Char, A. N. R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a432t-29194708edc9646e15dda7003c329da1602d2138269943aa7c30831abc5393cc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1986</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Stabilization. Consolidation</topic><topic>TECHNICAL PAPERS</topic><toplevel>online_resources</toplevel><creatorcontrib>Verma, B. P</creatorcontrib><creatorcontrib>Char, A. N. R</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 engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Verma, B. P</au><au>Char, A. N. R</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Bearing Capacity Tests on Reinforced Sand Subgrades</atitle><jtitle>Journal of geotechnical engineering</jtitle><date>1986-07-01</date><risdate>1986</risdate><volume>112</volume><issue>7</issue><spage>701</spage><epage>706</epage><pages>701-706</pages><issn>0733-9410</issn><eissn>1944-8368</eissn><coden>JGENDZ</coden><abstract>Bearing capacity tests on model footings on sand subgrades reinforced with galvanized rods placed vertically in the subgrade have shown beneficial effects of the reinforcements. The improvement compares favorably with the results obtained by investigations using horizontal forms of reinforcements. The improvement is a function of the spacing, diameter, roughness, and extent of the reinforcing elements.</abstract><cop>New York, NY</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9410(1986)112:7(701)</doi><tpages>6</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9410 |
ispartof | Journal of geotechnical engineering, 1986-07, Vol.112 (7), p.701-706 |
issn | 0733-9410 1944-8368 |
language | eng |
recordid | cdi_proquest_miscellaneous_23973201 |
source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Buildings. Public works Exact sciences and technology Geotechnics Stabilization. Consolidation TECHNICAL PAPERS |
title | Bearing Capacity Tests on Reinforced Sand Subgrades |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T07%3A20%3A06IST&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=Bearing%20Capacity%20Tests%20on%20Reinforced%20Sand%20Subgrades&rft.jtitle=Journal%20of%20geotechnical%20engineering&rft.au=Verma,%20B.%20P&rft.date=1986-07-01&rft.volume=112&rft.issue=7&rft.spage=701&rft.epage=706&rft.pages=701-706&rft.issn=0733-9410&rft.eissn=1944-8368&rft.coden=JGENDZ&rft_id=info:doi/10.1061/(ASCE)0733-9410(1986)112:7(701)&rft_dat=%3Cproquest_cross%3E23973201%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=23973201&rft_id=info:pmid/&rfr_iscdi=true |